Reinforced floorboard
专利摘要:
The invention relates to a reinforced floorboard (1) mainly intended for outdoor use, consisting of at least two longitudinal hardwood floorboards (2) which are connected to each other in the transverse direction by a carpenter's joint (3), being on their underside ( 4) is provided in at least part of its length (13) with at least one recess (5) having at least one pair of lower grooves (6), in which recess (5) there is a flat reinforcement (7) passing through a base plate (8) is formed with at least two longitudinal projections (9) fitting into lower grooves (6). 公开号:AT17344U1 申请号:TGM50183/2020U 申请日:2020-09-21 公开日:2022-01-15 发明作者:Pointinger Dr Jur Josef 申请人:P M H Invest & Trade Spol S R O; IPC主号:
专利说明:
description REINFORCED BOARD FIELD OF TECHNOLOGY The technical solution relates to a reinforced board made of hard wood, which is intended as flooring for indoor and especially outdoor floor surfaces. PREVIOUS STATE OF THE TECHNOLOGY The problem of floor coverings that increase the living comfort and well-being when walking or lingering is very extensive. Floor coverings are manufactured in three basic variants with reference to climate use, namely outdoor floor covering, indoor floor covering and universal floor covering. The shape, material and physico-chemical properties of floor coverings are mainly related to the extent to which the floor should be resistant to moisture, temperature fluctuations, mechanical damage caused by walking or foreign bodies. All this plays an important role in the choice of material, the type of installation, the use of insulation and insulation layers, as well as surface treatment or covering with a top layer, for example in the form of linoleum. From an aesthetic and thermal point of view, the most popular floor coverings are made of wood, in a cheaper variant made of wood-plastic with wood decor. The aesthetic potential of wooden floorboards is undeniable, but the use of natural wood also has disadvantages, which mainly lie in the very specific properties of this material. The main disadvantage is the relatively low hardness compared to cheaper types of wood, and also very low moisture resistance. In order to improve the performance characteristics, especially outdoors, it is therefore advantageous to choose hardwood floor coverings of the type such as oak or acacia, which are characterized by high strength and hardness, as well as good moisture resistance. In order to improve their useful properties, it is possible to apply impregnations or surface coatings in the form of varnishes or resins, etc. to these floor coverings, of which probably the best known are the classic oak parquet floors, which are connected according to the tongue and groove principle . However, what is advantageous for a longer lifespan of the finished floor, ie. I. the hardness of the wood, on the other hand, is a major disadvantage for the manufacture of wooden floorboards, which often requires the use of metalworking machines instead of woodworking machines for machining and making grooves in the wood. Also, the shape of the trees that provide hardwood is more complex, in contrast to larch or spruce, which are typical softwood species, and it is rarely possible to obtain a sufficiently long and straight section to create a long plank. Therefore, the long planks of the floor structures generally consist of a number of shorter individual planks which are connected to one another, for example by teeth, with this toothed connection additionally being provided with a layer of connecting adhesive. This allows us to get sufficiently long planks with sufficient strength. However, the disadvantage of these connections is their deterioration over time due to temperature fluctuations and oxidation of the adhesive chemical mixture. In addition, long planks are also prone to twisting due to moisture and heat. This can be limited by choosing the type and density of anchoring the planks to the supporting structure, but this is still not entirely impossible, and in the end it is always necessary to replace a plank with a new one. The task of the present technical solution is to produce such reinforced hardwood plank, which would be much more durable, while the dimensional parameters of the whole plank remain unchanged. At the same time, the task is to create a device which strengthens the plank and can reduce the possibility of plank crumbling at the point of dovetail joints and plank twisting due to moisture. The device used to reinforce the planks must not spoil the aesthetic appeal of the floor and the wood as such, excessively increase the price of the slabs and, above all, significantly increase the life of the planks. PRINCIPLE OF THE TECHNICAL SOLUTION The disadvantages of the prior art are overcome by the pending reinforced floorboard which, thanks to its reinforcement, is mainly intended for outdoor use. The reinforced plank applied for here consists of at least two individual longitudinal planks made of natural hardwood, these longitudinal planks being connected to one another in the transverse direction by a joiner's connection. The reinforced plank in this embodiment has at least one recess on the underside at least part way along its length which is provided with at least one pair of lower grooves. A planar reinforcement is accommodated in the recesses mentioned, which consists of a base plate with at least two longitudinal projections fitting into the lower grooves. The lower grooves are arranged in the longitudinal direction of the reinforced board. In a preferred embodiment, the longitudinal plank is made of acacia wood. In another preferred embodiment, the reinforced plank is provided with at least one lateral groove along its longitudinal sides. The side groove is used to connect several reinforced planks with side tongues. In a further preferred embodiment, the areal reinforcement is formed by a base plate in the form of a thin prism. The longitudinal projections are located on two opposite upper edges on the base plate, with the two longitudinal projections being arranged parallel to one another. In the following preferred embodiment, the areal reinforcement is formed by a base plate in the form of a thin prism. At least three longitudinal projections are arranged on the base plate such that two longitudinal projections are arranged on two opposite top edges of the base plate and the remaining longitudinal projections are located at regular intervals on the upper side of the base plate in the space between the two outer longitudinal projections. All of the longitudinal projections are arranged parallel to one another on the base plate. In another preferred embodiment, there is a layer of adhesive between the longitudinal plank and the surface reinforcement. This layer of adhesive material is applied at least to parts of the mutual contact surfaces of the longitudinal plank and the surface reinforcement. In a further preferred embodiment, the reinforced floorboard is additionally provided with anchoring elements. In this preferred embodiment, the areal reinforcement is simultaneously provided with through openings through which anchoring elements run. This leads to a further firmer anchoring of the surface reinforcement to the longitudinal board. In another preferred embodiment, the areal reinforcement covers at least a part of the transverse width of all longitudinal planks that form an overall reinforced plank. At the same time, the planar reinforcement covers this width over the entire length of the reinforced plank. This results in an overall reinforcement of the reinforced board, which primarily protects the board against twisting and bending. At the same time, all carpentry connections located on the reinforced floorboard are reinforced. In the following preferred embodiment, the areal reinforcement covers at least part of the transverse width of two adjacent longitudinal boards. At the same time, the planar reinforcement covers at least part of the length of these two adjacent longitudinal boards at the points of their mutual connection. The planar reinforcement covers thus the carpentry connection by which the two longitudinal planks are connected to each other. The main advantage of this technical solution is that the original longitudinal planks are reinforced, which were previously connected in the form of floorboards only by one of the joiner's joints. Then, over the years of use, these connections deteriorate and due to fluctuations in humidity and temperature, they are undesirably separated. Boards damaged in this way must be replaced with new ones. At the same time, the same actions cause bending and longitudinal twisting of the planks. These undesirable deformations do not occur with reinforced planks and the effect of climate change is therefore much less apparent with reinforced planks. EXPLANATION OF THE DRAWINGS The technical solution is explained here with the help of drawings that show the following: Figure 1 Cross-sectional view of individual parts of a reinforced plank, which in this example consists of a simple wooden plank with a wide recess with three vertical lower grooves and two side grooves, a wide surface reinforcement with three vertically arranged projections and a pair of anchoring elements, all like this Arranged in the order in which these parts are assembled into resulting and reinforced planks; Figure 2 Cross-sectional view of individual parts of a reinforced plank, which in this example consists of a simple wooden plank with a wide recess with three vertical lower grooves, a wide surface reinforcement with three vertically arranged projections and a pair of anchoring elements. This is a version without side grooves; Figure 3 Execution of a wide planar reinforcement with four projections arranged vertically to the base plate of the planar reinforcement; Figure 4 Execution of a wide panel reinforcement with three protrusions arranged so that the outermost two point at an angle of 45° to the center of the panel reinforcement base and the central protrusion is perpendicular to the panel reinforcement base; Figure 5 Execution of a wide panel reinforcement with four protrusions arranged so that the outermost two point at an angle of 45° to the center of the base and the two central protrusions are perpendicular to the base of the panel reinforcement; Figure 6 Execution of a wide area reinforcement with four protrusions arranged so that the outermost two point at an angle of 45° to the center of the base plate and the two central protrusions also point at an angle of 45° from the center of the base plate are inclined away. Figure 7 Execution of a narrow panel reinforcement with two protrusions arranged so that one points at an angle of 45° to the center of the base plate and the other is perpendicular to the base plate of the panel reinforcement; Figure 8 Execution of a narrow surface reinforcement with two projections which are arranged perpendicularly to the base plate of the surface reinforcement; Figure 9 Plan view of a long reinforced plank consisting of a pair of shorter planks joined by a zinc compound; Figure 10 Bottom view of a long reinforced plank consisting of a pair of shorter planks joined by a zinc joint and further provided with a single sheet reinforcement running the full length of the major part of the lower profile of the base plate wood runs; Figure 11 Bottom view of a long reinforced plank consisting of a pair of shorter planks joined by a zinc joint and further provided with a pair of narrow face reinforcements running horizontally along the full length of a major part of the lower profile of the Base plate made of wood are arranged; Figure 12 Bottom view of a long reinforced plank consisting of a pair of shorter planks joined by zinc bonding and further provided with a single wide face reinforcement lying in the area of the zinc bonding made; Figure 13 Bottom view of a long reinforced plank consisting of a pair of shorter planks joined by zinc joint and further provided with a pair of narrow face reinforcements placed horizontally in the area of the zinc joint made. REALIZATION EXAMPLES OF THE TECHNICAL SOLUTION Reinforced plank 1 is intended primarily for outdoor installation thanks to its reinforcement. The reinforced plank 1 according to the present example of the technical design according to Figures 1, 2, 9 to 13 consists of at least two longitudinal planks 2 made of natural hardwood. The hardness of the wood and its growth parameters in most cases do not allow to construct the planks from only one piece of wood and therefore for the length of a classic plank it is necessary to combine several pieces of shorter longitudinal planks 2 with identical cross-sectional parameters. These individual longitudinal planks 2 are connected to one another in the transverse direction by a joiner connection 3 . According to this example of the embodiment of the technical solution, such a joiner's joint is zinc joint 3, which is a combination of toothed joint and wood glue technology. In this example of embodiment of the technical solution, the reinforced floorboard 1 is provided on the underside 4 at least partially in its length 13 with at least one recess 5 having at least one pair of lower grooves 6 . In the recesses 5 in question a flat reinforcement 7 is housed, which is formed by a base plate 8 with at least two longitudinal projections 9 which fit into the lower grooves 6. The lower grooves 6 are arranged in the longitudinal direction of the reinforced board 1. FIG. According to an example of the embodiment of this invention, which relates to Figures 1, 2, 9 to 13, the longitudinal plank 2 is made of acacia wood. According to the example of the realized technical design, shown in Figure 1, the reinforced plank 1 is provided on its longitudinal sides 10 with at least one lateral groove 11. The side groove 11 serves to connect several reinforced floorboards 1, the mutual connection being achieved by inserting a side tongue simultaneously into two adjacent side grooves 11 of a pair of reinforced floorboards 1 arranged next to one another. According to the examples of technical implementation realized, shown in Figures 7 and 8, the flat reinforcement 7 is formed by a base plate 8 in the form of a thin prism. The longitudinal projections 9 are located on the base plate 8 at two opposite upper edges, the two longitudinal projections 9 being arranged parallel to one another. According to the examples of realized technical design, shown in Figures 3 to 6, the areal reinforcement 7 is formed by a base plate 8 in the form of a thin prism. At least three longitudinal projections 9 are arranged on the base plate 8 in such a way that two longitudinal projections 9 are located on two opposite upper edges of the base plate 8 and the remaining longitudinal projections 9 are at regular intervals on the upper side of the base plate 8 in the space between the two longitudinal projections 9 located at the edge are arranged. All of the longitudinal projections 9 are arranged parallel to one another on the base plate 8 . The distribution of the longitudinal projections 9 is ideally regular, so that the distribution of future loading forces from the longitudinal boards 2 remains as even as possible. The flat reinforcement 7 is preferably made of a light metal, e.g. B. aluminum, but can also be made of plastic, steel or another material known to those skilled in the art, which is characterized in particular by a high bending and torsional strength. According to a non-illustrated example of the technical embodiment realized, between the longitudinal plank 2 and the flat reinforcement 7 there is a layer of bonding adhesive. This layer of adhesive is applied to at least part of the mutual contact surfaces of the longitudinal board 2 and the surface reinforcement 7. The use of a joint adhesive is primarily intended to ensure the strength of the joint of the longitudinal plank 2 and the surface reinforcement 7 and at the same time to seal any gaps and joints between these joined parts of the reinforced plank 1. After the example of realized technical solution shown in images 1, 2, 10 to 13, the reinforced plank 1 is additionally provided with anchoring elements 15. In this example of the technical solution implemented, shown in Figures 3 to 8, the surface reinforcement 7 is also provided with continuous openings 14 through which the anchoring elements 15 run. This leads to a further stronger anchoring of the flat reinforcement 7 to the longitudinal board 2. The resulting connection can thus only be glued according to the previous example or screwed according to this example, or according to both examples combined. The anchoring element 15 is preferably a wood screw or other anchoring element 15 well known to those skilled in the art used to join materials, at least one of which materials is wood. According to the example of the technical solution implemented, shown in Figures 10 and 11, the flat reinforcement 7 covers at least part of the transverse width 12 of all the longitudinal planks 2 that form a whole reinforced plank 1. At the same time, the flat reinforcement 7 covers this width 12 over the entire length 13 of the reinforced floorboard 1 . There is thus an overall reinforcement of the reinforced plank 1, which primarily protects the reinforced plank 1 against bending and twisting, which occur in long wooden profiles in connection with changes in humidity and temperature. At the same time, all joiner connections 3 occurring on the reinforced floorboard 1 are also reinforced. These joiner joints 3 lose their original strength over time, due to the aging of the jointing materials and as a result of climatic variations that affect the expansion and contraction of the wood. At the same time, the use of the flat reinforcement 7 prevents the connections from coming loose and the individual longitudinal planks 2 from separating. After the example of realized technical solution shown in Figures 12 and 13, the flat reinforcement 7 covers at least part of the transverse width 12 of two adjacent longitudinal boards 2. At the same time, the flat reinforcement 7 covers at least part of the length 16 of these two adjacent and interconnected longitudinal boards 2 at the points of their mutual connection. The flat reinforcement 7 thus always covers at least part of the carpenter's connection 3, which connects the two longitudinal boards 2 to one another. INDUSTRIAL AVAILABILITY The reinforced board is used in the construction of buildings as a floor covering, especially for the exterior surfaces of houses, porches, outbuildings, pergolas and garden houses and bungalows. The execution of the reinforced plank guarantees not only a high-quality aesthetic impression resulting from the use of real wood with all its thermal and noise properties, but also a sufficient and significantly extended service life of the planks used in an unstable climatic environment. LIST OF REFERENCE CHARACTERS 1 Reinforced Board 2 longitudinal plank 3 carpenter connection 4 bottom 5 recess 6 lower groove 7 Areal (flat) reinforcement 8 Base plate 9 longitudinal projection 10 long side 11 side groove 12 cross width 13 Length of reinforced board 14 Through opening 15 anchoring element 16 Longitudinal plank length
权利要求:
Claims (9) [1] Reinforced floorboard (1) primarily intended for outdoor use, consisting of at least two longitudinal hardwood floorboards (2) connected in the transverse direction by a joiner joint (3), characterized in that on their underside (4) is provided in at least part of its length (13) with at least one recess (5) having at least one pair of lower grooves (6), in which recess (5) there is a flat reinforcement (7) which is formed by a base plate (8) with at least two longitudinal projections (9) fitting into lower grooves (6). [2] 2. Reinforced plank according to claim 1, characterized in that the longitudinal planks (2) are made of acacia wood. [3] 3. Reinforced plank according to claims 1 and 2, characterized in that it is provided with at least one side groove (11) on its longitudinal sides (10) in order to connect several reinforced planks (1) to one another by means of side tongues. [4] 4. Reinforced plank according to claim 1 to 3, characterized in that the planar reinforcement (7) consists of a base plate (8) of thin prismatic shape, the longitudinal projections (9) being located on two opposite upper edges of the base plate (8) and wherein the two longitudinal projections (9) are arranged parallel to one another. [5] 5. Reinforced floorboard according to claims 1 to 3, characterized in that the flat reinforcement (7) consists of a base plate (8) of thin prismatic shape and at least three longitudinal projections (9) arranged so that two longitudinal projections (9) on two opposite upper edges of the base plate (8) and the remaining longitudinal projections (9) are located at regular intervals on the upper side of the base plate (8) between two peripheral longitudinal projections (9), all longitudinal projections (9) being arranged parallel to one another . [6] 6. Reinforced plank according to one of Claims 1 to 5, characterized in that it is provided with a layer of adhesive between the longitudinal plank (2) and the surface reinforcement (7), the connecting adhesive being applied at least to parts of mutual contact surfaces of the longitudinal plank (2 ) and the flat reinforcement (7). [7] 7. Reinforced floorboard according to one of claims 1 to 6, characterized in that it has anchoring elements (15), while at the same time the flat reinforcement (7) is provided with through holes (14) for anchoring elements (15) for the purpose of stronger anchoring of the flat reinforcement (7). is provided on the longitudinal plates (2). [8] 8. Reinforced floorboard according to one of claims 1 to 6, characterized in that the areal reinforcement (7) covers at least part of the transverse width (12) of all longitudinal floorboards (2) forming a reinforced floor panel (1), and at the same time covers them this width (12) over the entire length (13) of the reinforced floorboard (1) in order to ensure an overall reinforcement of the reinforced floorboard (1) against twisting and bending and at the same time to strengthen all carpentry connections (1) arranged on the reinforced floorboard (1). 3) to achieve. [9] 9. Reinforced plank according to one of Claims 1 to 8, characterized in that each planar reinforcement (7) covers at least part of the transverse width (12) of two adjacent longitudinal planks (2) and at the same time at least part of the length (16) of these two adjacent longitudinal planks (2) covers at points of their connection, overlapping the joiner's joint (3) which connects the two longitudinal panels (2) together. 6 sheets of drawings
类似技术:
公开号 | 公开日 | 专利标题 EP0762951B1|2000-07-05|Timber structural component with timber layers AT517360B1|2017-01-15|parquet board DE2251762A1|1974-05-02|FLOORING EP2821191B1|2015-09-02|Wooden panel element DE3229262A1|1984-02-09|Wooden structural element in the form of a panel AT17344U1|2022-01-15|Reinforced floorboard EP3730709A1|2020-10-28|Wall element for wood frame construction DE102006031338A1|2007-01-25|Scantling for windows and doors AT14886U1|2016-08-15|Laminated timber element DE19951812C2|2001-07-05|Floor or wall covering DE4123682A1|1993-01-21|Tongue=and=groove jointing system for wooden walls - is used in building and uses planks glued together with central planks displaced to make tongues extending into grooves WO2014068039A1|2014-05-08|Composite wood panel EP1371465A2|2003-12-17|Ready to use parquet flooring EP1360383B1|2008-08-20|Block plank and method for the production thereof DE202006021003U1|2011-08-31|floor panels WO2000074911A1|2000-12-14|Parquet lamella, the use of the same for producing a parquet panel or parquet element, a parquet element produced from the same and a method for producing a parquet lamella DE202019002463U1|2019-08-13|Carrier element for ceilings, false ceilings, Ständergewerken and the like. DE3235252A1|1984-03-29|Heat insulating slab DE102007036267A1|2009-02-19|Displaced surface-flexible floor i.e. sport floor, for use in building site, has load distribution layer arranged on lower side of cover layer, and plates vertically interlocked by cover layer and distribution layer DE202006014057U1|2006-11-23|Plank for wall element for wooden house construction has wood fibers in longitudinal direction of plank for at least one laminate board and transverse to longitudinal direction for at least one other laminate board DE202005007371U1|2005-09-01|Building door leaf, has lugs that are placed on peripheral sides of door leaf, and slots inserted on one surface side of filling, where slots extend, parallel to peripheral sides, over entire width of filling DE10145082B4|2013-08-14|Block pile, arrangement of these logs and method of making this block pile DE102010020660A1|2011-11-03|Toy building block set for setting up of buildings, has coupling units provided at coupling section and formed as raisers, where main section and coupling section are firmly connected with one another DE202015106715U1|2016-01-27|Glued DE8226808U1|1983-02-03|THERMAL INSULATION PLATE
同族专利:
公开号 | 公开日 CZ34348U1|2020-09-01| DE202020105327U1|2020-09-23|
引用文献:
公开号 | 申请日 | 公开日 | 申请人 | 专利标题 US2133002A|1936-03-20|1938-10-11|Wallace|Metal reinforced wood floor| DE10306151A1|2003-02-14|2004-09-09|Uwe Raulfs|Composite board material for use on a floor, comprises of interconnected boards, in which edges of boards are connected to borders using pins, links or brackets to form stable transportable unit| EP1990480A2|2007-05-11|2008-11-12|PRATI GROUP S.p.A.|Removable supports for indoor and/or outdoor floorings| KR101356086B1|2012-08-29|2014-01-29|유한회사 유신인도네시아|Floor panel for preventing deflection|
法律状态:
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申请号 | 申请日 | 专利标题 CZ2020-37812U|CZ34348U1|2020-07-28|2020-07-28|Reinforced floor panel| 相关专利
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