EP1659253B1 - Structure de seuil de sol - Google Patents

Structure de seuil de sol Download PDF

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Publication number
EP1659253B1
EP1659253B1 EP06075313A EP06075313A EP1659253B1 EP 1659253 B1 EP1659253 B1 EP 1659253B1 EP 06075313 A EP06075313 A EP 06075313A EP 06075313 A EP06075313 A EP 06075313A EP 1659253 B1 EP1659253 B1 EP 1659253B1
Authority
EP
European Patent Office
Prior art keywords
ground sill
posts
ground
plugs
sill
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.)
Expired - Lifetime
Application number
EP06075313A
Other languages
German (de)
English (en)
Other versions
EP1659253A2 (fr
EP1659253A3 (fr
Inventor
Johan Bernard Kreunen
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.)
Kreunen Kunststoffen BV
Original Assignee
Kreunen Kunststoffen BV
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
Priority claimed from NL1011675A external-priority patent/NL1011675C2/nl
Priority claimed from NL1013818A external-priority patent/NL1013818C1/nl
Application filed by Kreunen Kunststoffen BV filed Critical Kreunen Kunststoffen BV
Publication of EP1659253A2 publication Critical patent/EP1659253A2/fr
Publication of EP1659253A3 publication Critical patent/EP1659253A3/fr
Application granted granted Critical
Publication of EP1659253B1 publication Critical patent/EP1659253B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/96—Corner joints or edge joints for windows, doors, or the like frames or wings
    • E06B3/9616—Corner joints or edge joints for windows, doors, or the like frames or wings characterised by the sealing at the junction of the frame members
    • 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
    • E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/96—Corner joints or edge joints for windows, doors, or the like frames or wings
    • E06B3/9632—Corner joints or edge joints for windows, doors, or the like frames or wings between a jamb and the threshold or sill of window or door frames

Definitions

  • the invention relates to a casing for a door or a window, which may or may not be provided with a moveable part, such as a door leaf or a sliding door.
  • a moveable part such as a door leaf or a sliding door.
  • the invention relates to such casings which are situated at or below ground surface.
  • casings are known in many designs.
  • the posts and both sills are made of wood.
  • Such casings are usually prefabricated in a joinery's works and are set as a unity in the construction at the building site, the ground sill attached to the concrete floor parts.
  • casings of wood are used but then provided with a ground sill of nature stone or so-called artificial stone, such as for instance Holonite (registered trademark).
  • artificial stone is durable but has the drawback of being difficult to work and expensive.
  • Artificial stone is a reasonable substitute for nature stone, but is also difficult to work so that it has to be brought in the exact shape beforehand. Because of the moulding process the bottom side has a slightly broader width than the upper side -suited to the post cross-section-, as a result of which placing this ground sill can be problematic.
  • both kinds of "stone” have in common that the sill made from them may from a cold bridge.
  • special provisions have to be made for the connection to the posts of the casing.
  • ground sills made of nature stone or artificial stone are fragile, heavy and are placed and transported to the building site separately.
  • the casings consisting of wooden posts - kept together by a coupling slat- and upper sill are then already fitted.
  • the artificial stone ground sills would be mounted to the casing beforehand the aforementioned unparallel location of the vertical planes of the ground sill -as a result of the tapered shape- would be a problem when placing and holding the casing and sill during the mounting operations.
  • Aluminium has the advantage of being easily extruded, but the disadvantage of being expensive. Aluminium, moreover, is prone to attacks by cement and to damage.
  • the threshold formed by the ground sill of a casing is so low that the wheels of the rollator or the wheelchair can easily roll past it.
  • the top surface of the ground sill has to be situated lower than has been usual up until now, namely -according to present standards- 2 cm higher at a maximum than the connecting surface of the ground surface (on the one hand) and the floor (on the other hand).
  • FR-2.259.220 discloses a ground sill construction for a door or window comprising posts, a ground sill and plinth blocks for connecting the post to the ground sill.
  • the ground sill is made of metal
  • the plinth blocks can be made of flexible material, of semi-flexible material such as a kind of plastic material or of ridged material covered in flexible material.
  • the invention has the objective to improve on the known ground sill constructions and to improve the prevention of water ingress into the posts of such a construction.
  • the invention relates to a ground sill construction of claim 1.
  • the ground sill and possibly the plinth blocks of the ground sill construction are made of a plastic, for instance poly olefin or pvc.
  • Pvc is very suitable.
  • pvc a construction of full core pvc should be thought of, for instance solid, or provided with a foamed core. In this way the ground sill and possibly the plinth blocks can be made by means of extrusion.
  • ground sill relates to the former ground sill as described with respect to the casing, and to the ground sill as described with respect to the ground sill construction.
  • the ground sill is made of a poly olefin having a molecular weight of between 150.10 3 and 4.10 6 , preferably 0.5.10 6 . Said material appeared to be very suitable and resistant to intensive use.
  • the poly olefin is a poly ethylene, preferably a material from the group formed by LDPE, LLDPE, HMWPE and UHMWPE.
  • Such polyethenes can be recycled very well, so that preferably such recycled material is included in the ground sill.
  • the material is very suitable for use in the "Durable building" program in the Netherlands.
  • the recycled material can in an advantageous manner -at last partly- consist of visible particles, which particles preferably have a different colour.
  • Most of the material of the ground sill may for instance be black, with in it lighter pieces of recycled material, which gives it a natural appearance, when a stone-like appearance is wanted.
  • a wood pattern could also be realised in a similar manner.
  • the material has a higher ignition temperature than wood: in order to ignite permanent contact with a flame is necessary.
  • ground sill is meant here the actual ground sill of an entrance opening, but also the ground sill of a fixed window, such a side-light near a door.
  • the ground sill of the door opening is then in an advantageous manner extended in order to form the ground sill of an opening for fixed glazing situated adjacent to the casing.
  • the ground sill can be provided with plinth blocks, which preferably are made of the same material as the ground sill.
  • the invention also relates to a flashing for sealing joints and chinks in constructions, specifically for sealing connection joints between one casing part and the other and the remaining construction, the flashing being made of a flexible plastic having a closed cell structure, and an elongation strength to rupture which is higher than 120%.
  • Such a flashing serves for instance to stop vertically rising dampness in a ground sill construction and casing as described above. It appears to be important that the material of the flashing follows the wood grain well, and after pressing in returns slowly into the original position. In this way the wood appears to be sufficiently protected against rising dampness.
  • the water absorption of the flashing is lower than 10%.
  • the flashing has a pressure force at 40% of 8-12 N/cm 2 , the flashing particularly has a tensile strength which is higher than 350 kPa, and more specifically has a pressure deviation 50% 22 hours at 23°C of 6-10%. An even better sealing appears to be achieved as a result.
  • a flashing having an elongation strength to rupture higher than 140%, a water absorption lower or equal to 8%, a pressure force at 40% of 9-11 N/cm 2 and a pressure deviation 50% 22 hours at 23°C of 7-9% is even better.
  • Optimized results are obtained with a flashing made of EPDM, of approximately 2-10 mm. In order to easily arrange the flashing it may be provided with an acrylate gluing.
  • Rising dampness is further counteracted when for attachment of the screws in the posts use is made of so-called screw plugs or plugs that can be inserted otherwise. Also in the used situation said plugs shield screw itself from the wood, so that along the screw rising dampness cannot or hardly reach the wood. Preferably the plugs continue until through the ground sill, and more preferably a plastic or rubber ring is arranged between the screws and the plugs. As a result no water passes in the construction along the plugs or screws.
  • the ground sill 1 shown in figure 1 is made of poly olefin, in particular a polyethene, in particular of the material "Hollodeen”, available from Kreunen Kunststoffen B.V. of Lochem, the Netherlands. Said material is easy to work, in view of a machining treatment and in view of making attachment holes.
  • "Hollodeen” has a wearing value tested according to the "Sandslurry” testing method of 63% of the one of Steel ST 37.
  • the material of the ground sill may be entirely or partially recycled.
  • regenerated material may be included in the material.
  • the material is easy to recycle, because no toxic substances are released when burned, at least not to a more disadvantageous degree in relation to what is released when burning wood. When burned mainly CO and H 2 O arise.
  • the material of the ground sill is furthermore easy to make UV proof.
  • the ground sill 1 can in the usual manner be provided with a plane 5 which inclines downward to the outside and a threshold 6.
  • the threshold 6 is provided with a recesses step 7, in which a draught profile 8 of plastic is attached.
  • a plinth block 3 is used, made of the same material as the ground sill 1, and a sealing flashing 4 made of flexible material, which can be cut to size with a stanley knife and -if necessary- can be finished after it has been placed.
  • the posts 2 is provided with two bore holes 13a, 13b made from the lower plane, the sealing flashing 4 placed against it is provided with holes 10a, 10b corresponding to it, the plinth block 3 which is in turn placed against that is provided with two bore holes 9a, 9b corresponding to that and finally ground sill 1 is provided with bore holes 18a, 18b which downwardly end into widened bore holes 19a, 19b.
  • plastic tubes 14a, 14b are inserted that are almost closed at their top ends, which may have the shape of so called gas concrete anchors, which are made of a hard plastic and at their outer side are provided with a screw thread of a crude pitch.
  • the plugs can be driven into the construction.
  • the plastic tubes 14a, 14b can be screwed into the bore holes 13a, 13b with the help of a screw driver, the aforementioned screw thread cutting into the wood. Plugs that have to be pressed or hammered into the wood may also be used. Fixing the plugs here therefore does not take place through axial contraction, as with normal plugs, in which the plugs are, as it were, pressed open. The plugs continue down to the ground sill, as can be seen in the figure.
  • the screw bolts 15a, 15b are inserted from the lower side of the sill 1 into the holes 19a, 19b, 18a, 18b, through the bore holes 9a, 9b in the plinth block 3, through the holes 10a, 10b into the sealing flashing 4 and with the tip in the tubes 14a, 14b.
  • the screw bolts 15a, 15b are screwed into the tubes 14a, 14b with a suitable tool, which is facilitated by the relatively large holes 19a, 19b.
  • the screw bolts 15a, 15b are then fixed to the tubes or plugs 14a, 14b which are fixed in the wood of the posts 2 also in manner known per se.
  • the screw bolts 15a, 15b are shielded from the wood by the plugs.
  • the bore holes 9a, 9b substantially have the same diameter as the screw bolts 15a, 15b but that the bore holes 18a, 18b are somewhat wider than the shank of the screw bolts 15a, 15b.
  • the difference may be 2 mm, and makes it possible that the sill can slide a little in transverse direction with respect to the plinth block and thus with respect to the post 2. Influence of settings and temperature may be set off in this manner. It is advantageous here when resilient rings 17a, 17b are placed between the heads 16a, 16b of the bolts 15a, 15b, preferably plastic or possibly rubber rings. In this way the action of the screw bolts is set off and the construction can be made waterproof.
  • plinth block 3 is clamped to the post in a sliding fixed manner.
  • sealing flashing 4 and the plastic tubes 14a, 14b prevent rising dampness from penetrating the inside of the wooden post 2.
  • the use of sealing flashing 4 renders the application of a sealing joint with the help of putty superfluous, so that fitting the casing according to the invention is simplified at that point.
  • the ground sill 1 need not be limited to the one of a door opening, but may further extend to adjacent the actual door casing, to form a ground sill of a casing for fixed glazing, which is a unity with the door casing.
  • this is shown with the help of the double glazing pane 11, which at the lower side is kept in its place by means of a glazing bead 12 which may be made of the same material as the ground sill 1.
  • the entire casing assembly, with ground sill and plinth blocks, may be assembled at a joinery's works in a simple manner, so that the entire casing can be placed in the construction in one go.
  • the ground sills 1 here are made into the wanted dimensions and shape beforehand, which may take place by means of a machining treatment and after that delivered to the joinery's works.
  • the recessed location of the ground sill 1 with respect to the state of the art is also shown in figure 2 .
  • the inclined plane 5 ends at the front side at ground surface 20 level, and at the rear side the floor 21 is shown.
  • the difference in level between the inclined plane 5 and the top surface of the ground sill 6 on the one hand and the difference in level between the floor 21 and the top surface 6 of the ground sill is 20 mm or less, so that the ground sill 1 with respect to what is usual extends further into the ground However this is no objection because the material is moisture proof.

Landscapes

  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Engineering & Computer Science (AREA)
  • Foundations (AREA)
  • Door And Window Frames Mounted To Openings (AREA)
  • Body Structure For Vehicles (AREA)
  • Specific Sealing Or Ventilating Devices For Doors And Windows (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Measuring Pulse, Heart Rate, Blood Pressure Or Blood Flow (AREA)
  • Semiconductor Lasers (AREA)
  • Dry Shavers And Clippers (AREA)
  • Rod-Shaped Construction Members (AREA)

Claims (8)

  1. Structure de seuil de fond pour une porte ou une fenêtre, laquelle structure peut ou peut ne pas être munie d'une partie mobile, comprenant des montants (2), un seuil de fond (1) et des socles (3) pour relier les montants au seuil de fond, caractérisé en ce que le seuil de fond et les socles sont réalisés en plastique et que les socles sur leur côté supérieur sont pourvus d'un noquet d'étanchéité flexible (4) pour étancher imperméable a l'eau du côté inférieur des montants.
  2. Structure de seuil de fond selon la revendication 1, dans laquelle les socles (3) sont constitués de polyoléfine, de préférence avec un poids moléculaire entre 150 000 et 4 000 000, de préférence 0,5.106, dans laquelle le matériau est de préférence un polyéthylène, de préférence appartenant au groupe composé de LDPE, LLDPE, HMWPE et UHMWPE, dans laquelle les socles sont de préférence constitués d'un matériau recyclé, dans laquelle de préférence au moins une partie du matériau recyclé consiste en particules visibles, lesquelles particules ont de préférence une couleur différente.
  3. Structure de seuil de fond selon la revendication 1, dans laquelle les montants (2) sont réalisés en bois.
  4. Structure de seuil de fond selon la revendication 2, dans laquelle les socles (3) sont formés par un processus d'usinage.
  5. Structure de seuil de fond selon l'une quelconque des revendications précédentes, dans laquelle le noquet d'étanchéité flexible (4) est constituée d'un matériau synthétique flexible avec une structure à cellules fermées et une limite de rupture à l'allongement de plus de 120 %, dans laquelle l'absorption d'eau est de préférence inférieure à 10 %, le noquet d'étanchéité a de préférence une force de compression de 8-12 N/cm2 à 40 %, de préférence une résistance à la traction supérieure à 350 kPa, de préférence une variation de pression à 50 % en 22 heures à 23 degrés C de 6-10 %, de préférence une limite de rupture à l'allongement supérieure à 140 %, de préférence une absorption d'eau inférieure ou égale à 8 %, de préférence une force de compression de 9-11 N/cm2 à 40 % et une variation de pression à 50 % en 22 heures à 23 degrés C de 7-9 %, de préférence le noquet d'étanchéité est constituée de caoutchouc EPDM.
  6. Structure de seuil de fond selon l'une des revendications précédentes, dans laquelle les socles (3) sont pourvus de moyens pour reliér le seuil de fond (1) et les montants (2) d'un châssis d'une manière non-glissant, dans laquelle en particulier le seuil de fond (1) est pourvu d'un trou continu à travers le seuil de fond (1) et les socles (3).
  7. Structure de seuil de fond selon l'une quelconque des revendications précédentes, dans laquelle le seuil de fond (1), les socles (3) et les montants (2) sont interconnectés au moyen de vis (15a, 15b), les vis dans les montants étant entourées par des enveloppes de couverture synthétiques (14a, 14b), telles que des bouchons filetés ou des bouchons de béton cellulaire, dans laquelle sont utilisées de préférence des vis qui sont vissées dans des bouchons filetés ou des bouchons en béton cellulaire, optionnellement avec un filetage externe, qui sont eux-mêmes vissés dans le bois des montants, dans laquelle en particulier les bouchons filetés ou les bouchons en béton cellulaire s'étendent à travers le seuil de fond, et entre les bouchons et les vis sont disposés des anneaux en caoutchouc ou plastique flexibles (17a, 17b).
  8. Structure de seuil de fond selon l'une quelconque des revendications précédentes, dans laquelle le seuil de fond (1) est constitué d'un matériau différent de celui des montants du châssis, dans laquelle le seuil de fond (1) est constitué de polyoléfine.
EP06075313A 1999-03-25 2000-03-24 Structure de seuil de sol Expired - Lifetime EP1659253B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
NL1011675A NL1011675C2 (nl) 1999-03-25 1999-03-25 Kozijn.
NL1013818A NL1013818C1 (nl) 1999-12-10 1999-12-10 Onderdorpelconstructie.
EP00914380A EP1163416B1 (fr) 1999-03-25 2000-03-24 Structure de seuil de sol

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP00914380A Division EP1163416B1 (fr) 1999-03-25 2000-03-24 Structure de seuil de sol
EP00914380.1 Division 2000-03-24

Publications (3)

Publication Number Publication Date
EP1659253A2 EP1659253A2 (fr) 2006-05-24
EP1659253A3 EP1659253A3 (fr) 2008-02-27
EP1659253B1 true EP1659253B1 (fr) 2010-05-19

Family

ID=26642951

Family Applications (2)

Application Number Title Priority Date Filing Date
EP06075313A Expired - Lifetime EP1659253B1 (fr) 1999-03-25 2000-03-24 Structure de seuil de sol
EP00914380A Expired - Lifetime EP1163416B1 (fr) 1999-03-25 2000-03-24 Structure de seuil de sol

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP00914380A Expired - Lifetime EP1163416B1 (fr) 1999-03-25 2000-03-24 Structure de seuil de sol

Country Status (6)

Country Link
EP (2) EP1659253B1 (fr)
AT (2) ATE468465T1 (fr)
AU (1) AU3576800A (fr)
DE (2) DE60044442D1 (fr)
DK (2) DK1659253T3 (fr)
WO (1) WO2000058589A2 (fr)

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DE10253999A1 (de) * 2002-11-19 2004-06-09 Winter Holzbau Gmbh Fenster
WO2006042566A1 (fr) * 2004-10-19 2006-04-27 Maurer Söhne Gmbh & Co. Kg Support et utilisation de uhmwpe dans des supports destines au batiment
EP1752603A1 (fr) * 2005-08-08 2007-02-14 SYLID Systemlogistik und Industriedienstleistung GmbH Dispositif d'étanchéité entre un seuil de porte et an cadre dormant
US8020346B2 (en) * 2007-08-16 2011-09-20 Joseph Singiser Magnetically supported sliding track system
FR2963376A1 (fr) * 2010-07-28 2012-02-03 Bouygues Immobilier Piece d'isolation thermique pour un appui d'une baie, baie associee
CN104088558A (zh) * 2014-06-18 2014-10-08 浙江瑞明节能科技股份有限公司 一种无槛门门窗的复合型材外框下口组框结构
CN104088555A (zh) * 2014-06-18 2014-10-08 浙江瑞明节能科技股份有限公司 一种无槛门门窗的铝合金外框组框结构
CN104088554A (zh) * 2014-06-18 2014-10-08 浙江瑞明节能科技股份有限公司 一种无槛门门窗的外框下口组框结构
CN104088557A (zh) * 2014-06-18 2014-10-08 浙江瑞明节能科技股份有限公司 一种无槛门门窗的实木组合外框组框结构
CN104100170B (zh) * 2014-06-18 2016-08-24 浙江瑞明节能科技股份有限公司 一种无槛门门窗的复合型材外框组框结构
CN104088556A (zh) * 2014-06-18 2014-10-08 浙江瑞明节能科技股份有限公司 一种无槛门门窗的实木组合外框下口组框结构
CN104088553A (zh) * 2014-06-18 2014-10-08 浙江瑞明节能科技股份有限公司 一种无槛门门窗的铝合金外框下口组框结构
DE102014215115A1 (de) * 2014-07-31 2016-02-04 Gretsch-Unitas GmbH Baubeschläge Verbindungsanordnung zur Befestigung von Profilelementen sowie Verfahren zum Herstellen einer solchen Verbindungsanordnung
CN105986744B (zh) * 2016-07-05 2018-05-25 浙江瑞明节能科技股份有限公司 一种门槛门框的连接结构
CN106014158B (zh) * 2016-07-05 2018-05-25 浙江瑞明节能科技股份有限公司 一种无槛门门扇的披水板
CN105971458B (zh) * 2016-07-05 2018-03-06 浙江瑞明节能科技股份有限公司 一种内开无槛门的门扇装置
CN105971457B (zh) * 2016-07-05 2018-03-06 浙江瑞明节能科技股份有限公司 一种内开无槛门
EP3358118B1 (fr) * 2017-02-06 2023-04-05 Innodeen B.V. Seuil
NL2020252B1 (nl) * 2018-01-09 2019-07-15 Innodeen B V Verbindingselement voor een kozijn en werkwijze voor het vervaardigen daarvan
BE1026682B1 (nl) * 2018-10-05 2020-05-07 Hendriks Holding Bv Kozijn en werkwijze voor het vervaardigen daarvan
SI26162A (sl) * 2021-03-24 2022-09-30 Pirnar, Trženje, Proizvodnja In Razvoj, D.O.O. Okvir stavbnega pohištva, prednostno vrat
US11939811B2 (en) * 2021-09-10 2024-03-26 Andersen Corporation Sill corner brackets for coastal impact resistant fenestrations

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Also Published As

Publication number Publication date
DE60044442D1 (de) 2010-07-01
AU3576800A (en) 2000-10-16
EP1659253A2 (fr) 2006-05-24
DE60027555D1 (de) 2006-06-01
DK1163416T3 (da) 2006-08-14
EP1163416B1 (fr) 2006-04-26
DK1659253T3 (da) 2010-06-28
DE60027555T2 (de) 2007-04-26
EP1659253A3 (fr) 2008-02-27
EP1163416A2 (fr) 2001-12-19
ATE324506T1 (de) 2006-05-15
WO2000058589A3 (fr) 2001-01-18
ATE468465T1 (de) 2010-06-15
WO2000058589A2 (fr) 2000-10-05

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