• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    A ceiling element for the construction of building ceilings, which is formed in the form of a wood-reinforced concrete composite part comprises at least two in a longitudinal direction of the ceiling element parallel to each other wooden beams (1-4) and a reinforced concrete body (5), one on the wooden beams (1 -4) resting plate-shaped portion (6). The reinforced concrete body (5) further comprises first and second in the form of edge beams (7, 8) formed sections which extend at an angle to the wooden beams (1-4) and at the opposite end faces (9, 10) of the wooden beams (1- 4) abut.
    公开号:AT511220A1
    申请号:T502/2011
    申请日:2011-04-08
    公开日:2012-10-15
    发明作者:
    申请人:Cree Gmbh；
    IPC主号:
    专利说明:

    Patent Attorney H efei $ < Hofmann
    Dr. Ralf Hofmann Thomas Fechner 6806 Feldkirch, Austria Egelseestr 65a, PO Box 61 «· F +43 (0) 5522 73 359 M office@vpat.at i www.vpat.at 23936/33 / ss 110330 1
    The invention relates to a ceiling element for the formation of building ceilings, which is designed in the form of a wood-reinforced concrete composite part, wherein the ceiling element comprises at least two in a longitudinal direction of the ceiling element parallel to each other wooden beams and a reinforced concrete body, which rest a 5 on the wooden beams plate-shaped portion has.
    Ceiling elements, which are designed as prefabricated components in the form of wood-reinforced concrete composite parts, are already known in different forms of training. Most of these are formed with a continuous plate-shaped Holzla-10 ge, above of a continuous plate-shaped layer
    Reinforced concrete is arranged. A disadvantage here u.a. That no installation space for building installations is provided so that additional suspended ceiling structures must be used, and that the load capacity is limited. Also already known is a ceiling element of the type mentioned, in which two or more parallel wooden beams are provided which extend in a longitudinal direction of the ceiling element, wherein at least two of the wooden beams are spaced from each other in a direction perpendicular to the longitudinal extent of the wooden beams extending horizontal direction. Above this wooden beams, the ins-20 overall plate-shaped reinforced concrete body is arranged. In this way, an Insta Kations room can be provided in the area between the wooden beams through which building installations can be moved. In addition, such a ceiling element has a high load capacity. In comparison to ceiling elements made entirely of reinforced concrete, the required amount of steel can be greatly reduced. Thus, a resource efficient component is provided. 25
    One problem with designs employing such a prior art ceiling element is the provision of adequate safety in the event of fire. Such ceiling elements are typically connected to continuous vertical wooden columns or walls in the areas of the longitudinal ends of the wooden beams. This results in a cross-floor connection through flammable materials. According to current fire safety regulations, which set high standards for safety in the event of fire, this would require additional encapsulation by non-combustible materials or the formation of fire barriers in other ways, which would lead to high additional construction costs.
    The object of the invention is to provide an improved ceiling element of the type mentioned, by which a fire-safe constructions is made possible in a simple manner. According to the invention, this is achieved by a ceiling element having the features of claim 1.
    When ceiling element according to the invention, the reinforced concrete body comprises in addition to the plate-shaped portion which rests on the at least two parallel to each other in the longitudinal direction of the ceiling member extending timber beam of the ceiling member, first and second formed in the form of edge beams sections. These edge beams are angled, for example at right angles, to the wooden beams. The first edge beam abuts against the end faces of the first ends of the wooden beams directed in the same direction. The second edge beam bears against the opposite end faces of the second ends of the wooden beams, which point in a direction opposite to the direction in which the first ends point. About this Randbafken the connection of the ceiling element on supports, in particular vertical supports, the construction can be done by the edge beams, possibly via intermediate parts, rest on the ceiling element bearing supports. Supporting parts of the construction lying above the ceiling element, in particular vertical supports, can, if appropriate via intermediate parts, rest on the edge beams. Thus, superimposed projectiles of the construction by a continuous layer of mineral material, from the 3
    Reinforced concrete bodies of the ceiling elements is formed, separated from each other, whereby a batch fire prevention is prevented.
    Although a rectangular orientation of the edge beam to the wooden beams for many applications is appropriate, depending on the application, other angles between the edge beam and the wooden beams are possible, the edge bars preferably enclose an angle of at least 45 ° with the wooden beams. In this way, for example, in plan view parallelogram or trapezoidal ceiling elements can be formed. Conveniently, all the wooden beams, which has the ceiling element, parallel to each other and in the longitudinal direction of the ceiling element, wherein at least two of the wooden beams in the perpendicular to the longitudinal direction of the ceiling element horizontal direction (= Guerrichtung) are spaced from each other, wherein for at least two of the wooden beams of the distance favorably at least twice the value of the thicknesses of said wooden beams measured in the transverse direction in the transverse direction. This creates gaps in the ceiling for the installation of building installations.
    The wooden beams are preferably formed of glued laminated timber.
    In an advantageous embodiment of the invention it is provided that at least two connecting elements is connected to the respective wooden beams at the two end faces of the at least two mutually parallel wooden beams projecting beyond the respective end face of the wooden beam and in the concrete of the present at this end of the wooden beam Edge beam is embedded. In this way, tensile forces between the edge beam and the wooden beams can be transmitted, whereby the overall load capacity of the ceiling element can be increased.
    To connect the connecting links to the wooden beams, bores are preferably formed in the end faces of the wooden beams, into soft end sections of the end sections of the wooden sections
    Connecting members are inserted, wherein the end portions are held by a bond in the bores.
    The connecting members advantageously have a rod-shaped part, wherein in the area which is embedded in the concrete of the edge beam, a widening of the connecting member is provided. This broadening may for example be formed by a nut which is screwed onto an external thread of the rod-shaped part formed in the form of a threaded rod, or be formed by a head which is fixed to the rod-shaped part of the connecting member. It can be formed by an undercut surface which acts positively against a withdrawal of the connecting member of the concrete of the edge beam. Conveniently, depressions are formed on the upper sides of the at least two parallel wooden beams into which protrude projections of the plate-shaped portion of the reinforced concrete body, preferably each of the parallel wooden beams having two or more longitudinally spaced recesses, in each of which a projection of the plate-shaped portion of the reinforced concrete body It can be transmitted in the longitudinal direction of the wooden beams acting shear stresses between the wooden beams and the plate-shaped portion of the reinforced concrete body.
    Advantageously, at the tops of the at least two parallel wooden beams connecting parts are connected to the wooden beams, which project beyond the tops of the wooden beams and embedded in the concrete of the plate-shaped portion of the reinforced concrete body. It can be transmitted in the longitudinal direction of the wooden beams acting shear stresses between the wooden beams and the reinforced concrete body. Furthermore, acting forces can be absorbed by the connecting parts in the sense of lifting the respective wooden beam from the plate-shaped section of the steel concrete body. Sn an advantageous embodiment of the invention, the connecting parts in the form of screws are formed, which are partially screwed into the wooden beams. Common screw heads form undercut surfaces, which act in a form-locking manner against pulling out of the sections of the screws embedded in the concrete.
    In an advantageous embodiment of the invention, the ceiling element in a center region located in the region of the longitudinal center of the wooden beams an elevation over in the region of the ends of the wooden beams located edge regions. That is, when the bottoms of the edge beams formed by the reinforced concrete body of the ceiling member are in the same plane, the upper edge of the plate-shaped portion of the reinforced concrete body is higher in the central portion of the ceiling member than in the edge portions located at the ends of the timber beams. Such an elevation may preferably be formed in that the at least two mutually parallel wooden beams have a curved course in the longitudinal direction and the plate-shaped portion of the reinforced concrete body follows this bend (its thickness remains constant). The elevation is desirably more than 10mm, with a value of less than 60mm being preferred. Due to this elevation, the long-term creep behavior of the ceiling element (which occurs in the range of 1 to 3 years) can be compensated.
    Since the carrying capacity of the ceiling element is not adversely affected by the long-term creep behavior, in contrast to the aesthetic appearance, can be dispensed with an over-elevation.
    The concrete of the reinforced concrete body are advantageously plastic parts, such as polypropylene parts mixed, which can melt in case of fire. Thus, cavities form, into which water vapor of water bound in the concrete can expand in order to counteract in the event of fire an explosive effect of the water bound in the concrete without such cavities. The admixed plastic parts may be in the form of fibers.
    The invention provides an advantageous ceiling element in wood-reinforced concrete composite construction, in which a reinforced concrete body is a plate-shaped
    • · · * * * • · * * • • • »6 section and integrally formed with this section, which form edge beams.
    An inventive ceiling element is particularly suitable for training 5 extending between floors of multi-storey buildings ceilings. In this case, the building preferably has at least three floors above the ground floor.
    Further advantages and details of the invention are explained below with reference to the accompanying drawings. In this show:
    Figures 1 and 2 is a plan view and bottom view of an embodiment of a ceiling element according to the invention.
    Fig. 3 is a section along the line AA of Fig. 2; FIG. 4 shows a section along the line BB of FIG. 2; FIG.
    Fig. 5 is an enlarged detail C of Fig. 3;
    Fig. 6 is an enlarged detail D of Fig. 3;
    Fig. 7 is an enlarged detail E of Fig. 3;
    8 shows a part of a section analogous to the section AA, but passing through the randsei-20 term, in Fig. 2 overhead wooden beams, in the region of the lying in Figure 2 right side edge of the ceiling.
    Fig. 9 is a section along the line FF of Fig. 5;
    Fig. 10 is a section along the line GG of Fig. 6;
    11 shows a schematic vertical section through a section of a building 25 in the region of a connection of the ceiling element to vertical supports of the building;
    Fig. 12 is a schematic vertical section through a multi-storey building, are used in the ceiling elements according to the invention, as an example of a possible application of the ceiling element.
    An embodiment of a ceiling element according to the invention is shown in Figs. 1 to 10. 30 7 «* · ♦ ♦ * · t ·» # * * «* * ♦ · I · · · *
    In the illustrated embodiment, the ceiling element four in plan view of the ceiling element parallel to each other wooden beams 1-4, which extend in a longitudinal direction, which speaks the longitudinal direction of the ceiling element ent-5. Seen in the right angles to the longitudinal direction and horizontally directed transverse direction are the wooden beams 1-4 in alignment.
    Two of these wooden beams 1, 2 lie in a middle region of the ceiling element (in the transverse direction) and the mutually facing side surfaces 10 of these wooden beams 1, 2 are only slightly spaced apart (this is less than one tenth of the thicknesses measured in the transverse direction) Wooden beams 1, 2). The side surfaces could also abut each other or a greater distance between the side surfaces could be provided. On both sides of the two middle wooden beams 1, 2 and at a distance and to these are the two other 15 wooden beams 3, 4, wherein spaces 27, 28 are formed.
    A ceiling element according to the invention could also have more or less parallel wooden beams 1-4 extending in the longitudinal direction of the ceiling element. The ceiling element furthermore has a reinforced concrete body 5 connected to the wooden beams 1-4. This comprises a plate-shaped portion 6, which rests on the wooden beams 1-4 and first and second formed in the form of edge beams 7, 8 sections which at the lying at the opposite ends of the wooden beams 1-4 end faces 9, 10 of the wooden beams 1- 4 abut. 25
    The wooden beams 3, 4 lie in the embodiment shown on the longitudinal side edges of the ceiling element, i. the wooden beams 3, 4 and the plate-shaped section 6 of the reinforced concrete body 5 are flush with each other at these side edges. It would also be conceivable and possible for the wooden beams 3, 4 to extend at a distance 30 from these side edges, i. the plate-shaped portion 6 in the region of the two longitudinal side edges beyond the wooden beams 3, 4 protrudes. 8th
    Instead of the two middle wooden beams 1,2, a single middle wooden beam could also be provided. This would then preferably have a greater thickness (measured in the transverse direction) than the edge-side wooden beams 3, 4.
    An inventive ceiling element could also be formed with only two parallel, longitudinally extending, spaced apart wooden beams. On the other hand, a ceiling element according to the invention could also have more than four parallel, extending in the longitudinal direction wooden beams, which are at least partially spaced apart. The wooden beams 1-4 are preferably made of laminated timber.
    The edge beams 7, 8 extend in dargesteliten embodiment perpendicular to the wooden beams 1-4, so that seen in plan, a ceiling element results in a total rectangular outer contour. It would also be conceivable and possible for the edge beams 7, 8 to run at a different angle to the wooden beams 1-4, this angle preferably being at least 45 °. Ceiling elements with seen in plan view other outer contours, for example, trapezoidal or parallelogram ceiling elements can be ausgebiidet.
    At the two end faces 9, 10 of a respective wooden beam 1-4 at least one connecting member 11 is present, which is connected to the wooden beam 1-4 and projecting beyond the respective end face 9, 10. In the area projecting beyond the front side, the connecting member 11 is embedded in the concrete of the edge beam 7, 8, which bears against the respective end face 9, 10. In the embodiment shown, two such links 11 are present on each end face 9, 10 of each wooden beam 1 -4. More or less connecting links on the end faces 9, 10 of one, several or all of the wooden beams 1-4 could be provided,
    The connecting members 11 are formed in the illustrated embodiment of threaded rods 12, are screwed on soft nuts 13. A respective threaded rod 12 is inserted over part of its length in a blind hole-shaped borehole, which starting from the respective end face 9,10 of the respective 9th
    Wooden beam 1-4 is inserted into the wooden beams, preferably in the longitudinal direction of the wooden beam. The respective threaded rod 12 is glued with a suitable adhesive in this hole. The nut 13 is screwed onto the over the front side 9, 10 projecting portion of the threaded rod 12 and thus embedded in the concrete of the respective edge beam 7, 8.
    Other, preferably substantially rod-shaped, embodiments of the threaded rods 12 are possible, wherein in the protruding portion on the front side 9, 10 projecting part of the connecting member 11 is advantageous to a against tearing of the connecting member 11 in a longitudinal direction of the wooden beams 1-4 form underlying direction undercut surface.
    At their top side facing the plate-shaped section 6, a plurality of recesses 14 spaced apart in the longitudinal direction of the wooden beams 1-4 are respectively formed in the wooden beams 1-4, as can be seen, for example, from FIG. In Fig. 2, the depressions are indicated by dashed lines. In this wells protrude cam-like projections 15 of the plate-shaped portion 6. It is characterized in the longitudinal direction of the wooden beams 1-4 acting connection between the plate-shaped portion 6 and the wooden beams 1-4 formed.
    There may be more or less than the six recesses 14 shown in FIG. 3 and six projections 15 projecting into them, wherein per wooden beam 1-4 preferably at least two in the longitudinal direction of the wooden beam spaced recesses 14 and protruding projections 15 are provided , The edges delimiting the recesses 14 at the two longitudinal ends of the respective recess 14 are preferably aligned at right angles to a horizontal plane in longitudinal section through the wooden beam or approach each other at the top (i.e., the recesses 14 are undercut at the two longitudinal ends). It will be formed against a longitudinal displacement between the wooden beams 1-4 and the plate-shaped portion 6 positively acting abutting surfaces of the wooden beams 1-4 and the plate-shaped portion 6. «Φ · · ♦ 10
    Connecting parts 16 are connected to the upper sides of the wooden beams 1-4, of which in each case a section projects beyond the upper side of the respective wooden beam 1 -4, which is embedded in the concrete of the plate-shaped section 6. These connecting parts 16 are formed in the exemplary embodiment shown by screws screwed into the wooden beams. Advantageously, a plurality of connecting parts 16 are provided per wooden beam, with such connecting parts 16 are connected to the wooden beam 1-4 at spaced apart from each other in the longitudinal direction of the respective wooden beam 1-4 points. In Fig. 2, the locations where sol-10 che connecting parts 16 are provided, indicated by dots.
    The lying at the longitudinal ends of the wooden beams 1-4 end faces 9, 10 of the wooden beams 1-4 are each formed with a fold. By this a projecting longitudinally upper portion 17 is formed, which projects into a recess 15 of the edge beam 7, 8, which rests against the respective end face 9,10 of the wooden beam 1-4. The respective edge beam 7, 8 has on its side facing the wooden beam 1-4 for a respective wooden beam 1-4 thus a corresponding to the rebate of the wooden beam 1 -4 fold on which the respective end face 9, 10 of the respective wooden beam 1-4 is applied. 20
    The wooden beams 1-4 are slightly curved vertically in their longitudinal direction. The piat-tenförmige section follows this bend, wherein it has the same thickness in the region of the ends of the wooden beams 1-4 as in the central region of the wooden beams. This results in an elevation u in relation to the longitudinal extent of the 25 wooden beams 1-4 middle region of the ceiling element, which is located in Fig. 3. The size of this elevation u can be 25mm, for example. Also, larger or smaller values may be appropriate depending on the embodiment of the ceiling element. By this elevation u, the long-term creep behavior can be compensated, so that in the installed state, the surface of the plate-shaped portion 6 is substantially flat after a certain time, which may for example be in the range of 1 to 3 years.
    If design reasons do not oppose this, then the superelevation can also be omitted, ie u can be equal to zero.
    In the concrete of the reinforced concrete body 5 preferably plastic parts, such as polypropylene fibers are embedded, which can melt in case of fire. This forms cavities into which water vapor can penetrate, which is created by the evaporation of water bound in the concrete. An otherwise existing explosive effect of such water vapor is thereby eliminated.
    To produce a ceiling element according to the invention, preferably the correspondingly preformed and provided with connecting members 11 and connecting parts 16 wooden beams 1-4 are inserted into a mold. Steel reinforcement parts 18, which may be formed in a conventional manner, are inserted. As a result, the concrete is poured. Advantageously, in order that a course of the upper side of the plate-shaped section 6 following the curved course of the wooden beams 1 - 4 can be applied, a self-compacting concrete ("SCC concrete") is used.
    Although a factory prefabrication of the ceiling elements and a delivery of the prefabricated ceiling elements to the site is advantageous, an in-situ production on a lost formwork is possible.
    In the corner regions of the reinforced concrete body, i. In the end regions of the edge beams 7, 8 passage openings 19 are formed, which extend vertically in the assembled state of the ceiling element, in which the undersides of the edge beams 7, 8 lie in a common horizontal plane. These passage openings 19 are preferably formed by 19 pipes, preferably corrugated pipes are arranged before pouring the concrete at the locations of the trainees through openings.
    The connection of a ceiling element according to the invention to vertical supports 20, 21 of the building construction is shown in FIG. 11. The supports 20, 21 are made of wood, in a in the upper end face of the lower support 20, on which the edge beam 7 of the ceiling member, introduced blind hole bore is a centering mandrel 22 is inserted over the upper end face of Support 20 projects upwards and projects into the passage opening 19 of the edge beam 7. Above 5 of the edge beam 7, a base plate 23 is arranged, which is provided with a centering mandrel 24 passing through this and fixed to it. The centering mandrels 22, 24 are preferably made of steel. The base plate 23 is preferably made of steel and the centering mandrel 24 is welded to this and protrudes on both sides on the flat base plate 23 at right angles. The foot plate 23 is arranged on ei-10 ner foot plate 25 to compensate for any manufacturing tolerances if necessary, and the downwardly projecting portion of the centering mandrel 24 protrudes from above into the passage opening 19 of the edge beam 7. The upstanding from the base plate 23 section of Centering mandrel 24 protrudes into a blind hole at the lower end of the upper vertical support 21. On the base plate 23 and separate, 15 upwardly and downwardly projecting centering mandrels 24 could be set.
    At the other end of the ceiling element this is involved in an analogous manner on the edge beam 8 in the support structure of the building. The edge beams 7, 8 thus rest on the supports supporting the ceiling element and the edge beams 7, 8 transmit the weight of the ceiling element to the supports.
    Above the ceiling element lying supporting parts, which are formed in the illustrated embodiment 25 example of the upper vertical supports 21, transmit the forces acting on them over the respective edge beams 7, 8 on the respective ceiling element bearing support, in the illustrated embodiment of the lower vertical supports 20 are formed. In FIG. 11, a façade structure 26 is also schematically indicated, which may be formed in a conventional manner and need not be explained in more detail. 13 • · • · «I · ·« • «
    Fig. 12 shows an example of a simplified vertical section through a building in which ceiling elements according to the invention are used. The building is multi-storey. Above the ground floor, in the embodiment 5 of FIG. 12, seven projectiles are formed, the ceilings of which are each formed using ceiling elements according to the invention.
    A building in which building ceilings are formed with ceiling elements according to the invention, for example, at least all building ceilings shot between Ge-10, which are above the ground floor, may have three or more floors above the ground floor, for example, more than five floors above the ground floor. Even with buildings with fewer floors such ceiling elements can be used. As shown in FIG. 12, ceiling elements can be used in different orientations of the longitudinal extent of the wooden beams 1-4, in particular with orientations rotated by 90 °. In Fig. 12 left lying for each floor, a ceiling element can be seen, which is cut in the longitudinal direction. In Fig. 12 right lying a ceiling element is visible for each floor, which is ge-20 cut in the transverse direction.
    Building installations can be laid in the interspaces 27, 28 lying between the wooden beams 1-4 on the underside of a respective ceiling element, such as electrical lines and / or water-carrying lines and / or ventilation lines (not shown in FIG. 12). Per projectile a suspended ceiling box 29 is shown in Fig. 12, which is manufactured in dry construction. This serves for the transverse distribution of building services installations.
    On both sides of the cross-section ceiling element lying on the right in FIG. 12, prefabricated edge latches 30, 31 are located. "Ft * ···· * · · * · · ft ······ ft« ·· ·· * · · · · · · ··· * · · 14
    The illustrated in the figures embodiment of a ceiling element according to the invention is formed double symmetrical, that is symmetrical both with respect to the longitudinal direction and with respect to the transverse direction to the wooden beams 1-4. Although this advantages in handling and assembly are achieved 5, other training is conceivable and possible.
    The length measured in the longitudinal direction of the wooden beams 1-4 of a ceiling element according to the invention may conveniently be more than 5m, for example in the range of 8m or more. This span can be bridged without interim support, ie only by supports on which the edge beams 7, 8 are located.
    The width of a ceiling element measured transversely to the wooden beams 1-4 can, for example, be in the range of 2.5 m to 3 m. Larger or smaller widths 15 are possible. 15 • · • · «* * *
    Legend to the reference numbers:
    Wooden beams 29 Ceiling boxes Wooden beams 30 Fertigteii edge bars Wooden beams 31 Precast edge latches
    beamed
    Reinforced concrete body plate-shaped section
    edge beam
    edge beam
    front
    front
    link
    threaded rod
    mother
    deepening
    head Start
    Connecting part upper section
    reinforcement part
    Through opening
    support
    support
    centering
    footplate
    centering
    footplate
    facade construction
    gap
    gap
    权利要求:
    Claims (15)
    [1]
    Patent Attorneys HefelScHofmann «» 4 · * · t · * | | «· * · · * · · · · · · · Dr. med. Ralf Hofmara (i * * .. * ¢) ^ 22 73 137 Thomas Fechner F +43 {0) 5522 73 359 6806 Feldkirch, Austria M office@vpat.at Egelseestr 65a, PO Box 61 i www.vpat.at 23936/33 / ss 110330 16 Claims 5 10 15 1. Ceiling element for the construction of building ceilings , which is in the form of a wood * reinforced concrete composite part, wherein the ceiling element comprises at least two in a longitudinal direction of the ceiling element parallel to each other wooden beams (1-4) and a reinforced concrete body (5), one on the wooden beams (1-4) Having resting plate-shaped portion (6), characterized in that the reinforced concrete body (5) further comprises first and second in the form of edge beams (7, 8) formed sections which extend at an angle to the wooden beams (1-4) and to the opposite overlying end faces (9, 10) of the wooden beams (1-4) abut.
    [2]
    2. Ceiling element according to claim 1, characterized in that at the two opposite end faces (9, 10) of a respective wooden beam (1 -4) each have at least one connecting member (11) is connected to the wooden beam (1-4), over the respective end face (9,10} of the wooden beam (1-4) protrudes and in the concrete of the respective edge beam (7, 8) is embedded.
    [3]
    3. ceiling element according to claim 2, characterized in that a respective connecting member (11) has a rod-shaped part.
    [4]
    4. Ceiling element according to claim 3, characterized in that a respective connecting member (11) has a threaded rod (12), wherein preferably on the threaded rod (12) in their on the respective end face (9, 10) of the respective wooden beam (1-4 ) protruding portion at least one nut (13) is screwed. 25 * · • ·
    [5]
    5. Ceiling element according to one of claims 2 to 4, characterized in that a respective connecting member (11) in one in the respective end face (9, 10) of the respective wooden beam (1-4) introduced bore is glued
    [6]
    6. Ceiling element according to one of claims 1 to 5, characterized in that the end faces (9, 10) of the wooden beams (1-4) are each formed with a fold and on the front side (9, 10) of the respective wooden beam (1 -4) adjacent side surface of the respective edge beam (7, 8) has a corresponding fold, against which the fold of the end face (9, 10) of the respective wooden beam (1-4).
    [7]
    7. ceiling element according to one of claims 1 to 6, characterized in that for the transmission of shear stresses between the wooden beams (1-4) and the plate-shaped portion (6) of the reinforced concrete body (5) a respective wooden beam (1-4) on its upper side has at least one recess (14) into which a projection (15) of the plate-shaped portion (6) protrudes.
    [8]
    8. Ceiling element according to claim 7, characterized in that the upper side of a respective wooden beam (1-4) is provided with two or more longitudinally spaced recesses (14), in each of which a projection (15) of the plate-shaped portion (6) of Reinforced concrete body (5) protrudes.
    [9]
    9. ceiling element according to one of claims 1 to 8, characterized in that for connection between the at least two parallel wooden beams (1-4) and the plate-shaped portion (ό) of the reinforced concrete body (5) connecting parts (16) are present, which with the respective wooden beam (1-4) are connected and projecting over the top of the wooden beam (1-4) and in the concrete of the plate-shaped portion (6) of the reinforced concrete body (5) are embedded. 18
    [10]
    10. Ceiling element according to claim 9, characterized in that the connec tion parts (16) are screws which are screwed into the respective wooden beams (1-4). 5
    [11]
    11. Ceiling element according to one of claims 1 to 10, characterized in that the ceiling element located in an area in the middle of the longitudinal center of the wooden beams (1-4) central area an elevation (u) opposite in the region of the ends of the wooden beams (1-4) Has border areas. 10
    [12]
    12. Ceiling element according to one of claims 1 to 11, characterized in that in the concrete of the reinforced concrete body (5) in case of fire meltable plastic parts, preferably polypropylene parts, are embedded.
    [13]
    13. Ceiling element according to one of claims 1 to 12, characterized in that the wooden beams (1-4) are glulam beams.
    [14]
    14. Multi-storey building with floors extending between floors, which ceiling elements according to one of claims 1 to 13 have. 20
    [15]
    15. Multi-storey building according to claim 14, characterized in that the building has at least three floors above the ground floor.
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    CA2832205A1|2012-10-11|
    EP2694749B1|2015-09-09|
    EP2949828B1|2016-11-30|
    US20140030481A1|2014-01-30|
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    法律状态:
    2014-04-15| HA| Change or addition of new inventor|Inventor name: RAINER STRAUCHER, DE Effective date: 20140310 Inventor name: ULRICH FORSTER, AT Effective date: 20140310 |
    优先权:
    申请号 | 申请日 | 专利标题
    ATA502/2011A|AT511220B1|2011-04-08|2011-04-08|CEILING ELEMENT FOR THE EDUCATION OF BUILDING COVERS|ATA502/2011A| AT511220B1|2011-04-08|2011-04-08|CEILING ELEMENT FOR THE EDUCATION OF BUILDING COVERS|
    US14/110,471| US9062446B2|2011-04-08|2012-03-22|Floor element for forming building blocks|
    PCT/AT2012/000073| WO2012135875A1|2011-04-08|2012-03-22|Floor element for forming building floors|
    CA2832205A| CA2832205C|2011-04-08|2012-03-22|Floor element for forming building floors|
    EP15002102.0A| EP2949828B1|2011-04-08|2012-03-22|Ceiling element for forming of floors|
    EP12714527.4A| EP2694749B1|2011-04-08|2012-03-22|Floor element for forming building floors|
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