• 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:
    The invention relates to a structure (1) which is assembled from a plurality of semi-finished components (2, 3). The requisite strength of stability is achieved by positioning positionable reinforcing elements (10, 15) on the semi-finished structural elements (2, 3) assembled with joints (4) with stabilizing elements (8) located in a space (9) between the wallboards (6, 7) ) are located. The reinforcing elements (10) which can be positioned at the joint (4) extend over a region which is referred to as over-length (Ü).
    公开号:AT514300A1
    申请号:T308/2013
    申请日:2013-04-15
    公开日:2014-11-15
    发明作者:
    申请人:Kappema Fertigteilindustrie Gmbh；
    IPC主号:
    专利说明:

    P. 03/22 15/04/2013 21:06 +4315264245
    BEER & PARTNER PATENTA ·· ♦ ·: fl. ··· · · · · · · · · · · · · · ·
    The present invention relates to a building consisting of several assembled with joint semi-finished components according to the preamble of claim 1.
    There are various approaches to make buildings stable even for the vibration case. For example, it is possible to create a building structure that is so stiff that, in the event of vibration, it is likely to be in a linear state. Deformation remains. But this is accompanied by a significant, economically usually difficult to justify construction costs.
    Alternatively, it is possible to install energy dissipation zones in a building. These are intended to absorb the energy applied to the structure during a vibration by intentionally accepting destruction. It is disadvantageous that not infrequently irreparable damage to the structure occur.
    In the brochure of the Ministry of Economic Affairs Baden-Württemberg "Seismic Safe Construction", 6th edition 2008, measures for the design and construction of earthquake-resistant buildings are presented. The simple design and construction principles explained there should have a favorable effect on the gag behavior of buildings. It is expressly pointed out that the hints given there are not to be understood as rigid rules. The aim is rather to improve the basic understanding of earthquake-resistant constructions.
    In addition, further publications are known from practice and from the literature. As examples, some patent publications are cited here.
    From DE 102010 011 430 Al a proposal has become known, which aims to perform all exterior and interior wall panels as shell wall elements, which are set on a flat smooth Fundanentfläche in frame. To achieve a high level of thermal insulation, the shell wall elements are filled with foam. To achieve a high level of stability and earthquake resistance steel rods are provided in the foundation, which extend through the walls and ceilings and reach into the roof construction. 15/04/2013 21:07 [2 / 22R060 P. 003/022 iS / 04/5013 21:06 +4315264245
    BEERSPARTNER PATENTA 5. 04/22
    A completely different proposal is known from DE 103 37 631 Al.
    There is an earthquake-proof construction: created by standardized components, which is to be avoided by completely dry and loose AufSchichtung the standardized components cracking.
    Another example of earthquake-proof construction is shown and described in DE 86 27 730, Ul. The building: is created in dry construction of plates, which are spaced from each other and form a Hohlraun between them, wherein the plates are connected to each other at least two opposite side edges by webs. There are provided support pillars, which are included hidden in overlaps of the plates. In the cavities between the plates can be subsequently introduced insulation and BämmeinSätze. For such a structure, it should be important that a complete wall can be built in dry construction, that is, without the use of mortar, concrete or adhesives. The static strength of these structures made of plates should be extremely high. The buildings constructed from this should be largely earthquake-proof and only a little endangered * * Söll also contribute to the low weight.
    Object of the present invention is to provide a building, which has a higher strength with economically reasonable effort, as with the known measures of the prior art.
    This object is achieved by a building with the features of claim 1. Advantageous embodiments of the invention are the subject of the dependent claims.
    The particular advantages of the structure according to the invention: lie in its ease of manufacture, which do not require excessive new investments on the part of the manufacturing operation. The demands on the specialist personnel remain within the known framework, the energy expenditure for the production of the building is not increased and can possibly even decrease. Not: last, the stability of the structure is significantly increased.
    Furthermore, a building is advantageous if it consists of several assembled with joint: ready to build construction cells consisting of wall panels P .004 / 022 15/04/2013 21:08 I3 / 22R060 15/04/2013: 21: 06 +4315264245 BEER & PARTNER ΡΑΤΕΝΪΑ P. 05/22. * * ········································ fr ... Are formed, which are spaced apart with the aid of connecting or stabilizing elements and extend essentially in parallel planes with respect to each other
    Gaps are filled with a curable casting material, and each forming a joint at the joint, and wherein the connecting or stabilizing elements of rod-shaped and / or flat spacers are formed which extend substantially perpendicular to: the planes of the wall plates, and wherein at least the
    Stabilizing elements in the region of the joint with positionable, multi-directional reinforcing elements cooperating, wherein the multi-directional reinforcing elements extend in planes that extend substantially perpendicular to the planes of the wall panels.
    Furthermore, a building is advantageous in which the stabilizing elements are realized by rod-shaped and / or planar composite components, which cooperate with the positionable multi-directional reinforcing elements.
    In addition, a building has advantages when the positionable multi-directional reinforcing elements are formed by baskets or by brackets. Whereby it is particularly favorable if the positionable multi-directional reinforcement elements are arranged to be displaceable and / or tiltable.
    A building can be designed particularly advantageous if the positionable multidirectional reinforcing elements cooperate with further reinforcing elements, the further reinforcing elements being connected to stabilizing elements and / or firmly anchored in the wall panels.
    A building according to the invention is extremely stable when a statically required overlap length is created by the interaction of the stabilizing elements and / or the further reinforcing elements with the positionable multi-directional reinforcing elements over the impact.
    Further features and advantages of the invention will become apparent from the following preferred embodiments, which are explained in more detail with reference to the drawings. P. 005/022 15/04/2013 21:08 i4 / 22ro60 15/04/2013 21:06 +4315264245
    BEER & PARTNER PATENTA P. 06/22 ······ • • • • • • • • • • • • • • • • • * • • • ♦ i * * A • • * * * · * R * · · · ·
    Fig. Fig. Fig. Fig. Fig. Fic. 2 shows a variant of the semi-finished components according to FIG. 1, 3 shows a further variant of two semi-finished components assembled with butt joint, FIG. 4 shows the variant according to FIG. 3 in another assembly phase, FIG. FIG. 5 is an additional variant of two half-finished components assembled with butt joints, FIG. 6 a detail of two half-finished components jointed together at one corner in a schematic representation, FIG. 7 the variant according to FIG. 6 in another assembly phase, FIG. 8 a further embodiment of the invention the displacement of a reinforcing element and 9 the embodiment of Fig. 8 after the displacement of the reinforcing element. G. 1 is a highly schematic representation of a part of a structure 1, which in the illustrated embodiment consists of two semi-finished components 2 and 3, which are assembled with a joint 4. A building in the sense of 'invention can also consist of more than two semi-finished components And in addition to the. Hollow-finished components also have differently designed components that can be finished parts, semi-finished parts or locally produced components. At the joint 4 creates a joint 5, which can remain unprocessed in the ideal case 1 in the ideal case. The two semi-finished components 2 and 3 are each formed of wall plates 6 and 7, which are spaced apart by means of stabilizing elements 8. The wall panels 6 and 7 extend in two mutually parallel planes and thus form a gap 9, which can be filled with hardenable casting compound, for example concrete. The stabilizing elements 8 are e.g. formed as a flat structure with meandering or wavy cross-section. As will be shown and described in the following embodiments, other stabilizing elements, such as rod-shaped Stahilisierungselemente are advantageously used, but they must fulfill the purpose of stably fix the wall plates 6 and 7 in their parallel distance and spatially positioning of mehrdirektionalen reinforcement elements enable. P.006 / 022 15/04/2013 21:09 P. 07/22 BEER & PARTNER patenta
    15/04/2013 21:06 +4315264245
    The term "directorial " By definition, reinforcement elements are: used in the present subject matter of the invention to make it clear that the reinforcement elements are in several (at least two) directions. This term is intended to replace the so-called objects in relation to the common term "multidimensional". because every object used in construction practice, physically considered, is "multi-dimensional". is. A simple staff is inevitably "multidimensional" because, as a physical body, it is "multidimensional". is, but it extends in one direction only, so by definition it is "unidirectional". The "multi-directional" used in accordance with the invention Reinforcement elements thus expand according to definition into several directions (directions).
    In the interspace: S are mehrdirektionale reinforcing elements: in the form of baskets 10 which are arranged longitudinally displaceable as prefabricated modules the space 9. They slide on the flat, wave-shaped stabilizing elements 8, by which they are largely fixed in their position within the interstices 9 to their horizontal displaceability. After setting up the semi-finished components 2 and 3 on the site, the baskets 10 are shifted in the longitudinal direction so far that they span the joint 5 in the area of the joint 4 and create a sufficient Übergreifungslänge Ü required for the stability of the structure 1. If the baskets 10 are in their proper position or position, the gap 9 can be filled with Qrtbeton. It is understood that instead of in-situ concrete any other hardening mass can be filled in the interspaces 9. FIG. 2 shows an embodiment of the invention which represents a variant of the embodiment according to FIG. When assembled at the site semi-finished components 2 and 3 4 three-directional baskets 10 are slid obliquely into the interstices 9 de.r wall plates 6 and 7 in the area of the impact. In the interstices 9 of the wall panels 6 and 7, the Stabilisierggselernente 8 are arranged so that there are free spaces for insertion of the three-directional baskets 10. The oblique insertion of the baskets 10 can be done manually or mechanically, ie actively, but it is also possible to use the force of gravity with which 15/04/2013 21:10, 6/22. R060 P.007 / 022 15/04/2013 21:06 +4315264245
    BEER & PARTNER PATENTA P. 08/22 • · · + ···· * · · e • · I f
    • · · · · «· · ·
    Help the baskets 10 into their final position - slide in ,. The final position of a
    Basket 10 is reached when it can not be pushed further into the space 9 between the wall panels 6 and 7 or slide into it. In Fig. 2, the lower basket 10 assumes such an end position »in this position, the required overlap length over the joint 4 is reached and the aushärthare Gießffiässe can be eihge filled. The arranged above basket 10 has not yet reached its final position.
    FIG. 3 shows a further variant of the invention. The assembled semi-finished components 2 and 3 essentially correspond to those already described with reference to FIGS. 1 and 2. In one of the semi-finished components 2 are the
    Stabilization elements S mehrdirektionale reinforcing elements in the form of zweldirektiönalen brackets 11 fixedly assigned, wherein the bracket 11 in two directions span a plane > which is perpendicular to the planes in which the wall panels 6 and 7 extend. For this reason, the stirrups 11 and 12 are referred to as two-directional reinforcing elements, whereas the baskets 10 described above extend in a further direction and are therefore referred to as three-directional reinforcing elements. The two-directional stirrups 11 cooperate with the stabilizing elements 8 and are preferably fastened to them. More bidirectional reinforcing elements in the form of positionable brackets 12 are introduced into the space 9 of the other Halbiertig component 3 and there in the direction of the first semi-finished component 2 so moved and possibly tilted until the positionable bracket 12 with the rigid brackets 11 in the other half finished Component 2 interact and produce in this way the required overlap length Ü.
    In Fig. 4, the end position of the positioned in the manner described above bracket 12 is illustrated within the gap 9. The positionable bracket 12 and connected to the stabilizing elements 8 bracket 11 are with a predetermined overlap each other. In this position to each other they are fixed with pins 13, which are arranged in the region of the joint 4 within the gap 9 and for reinforcement with the brackets 11 and 12 z us ammenwi r ken.
    In Fig. 5, a further variant of the subject invention 15/04/2013 21:10 f "R060 P.008 / 022 S. 09/22
    BEER & PARTNER PATENTA
    15/04/2013 21:06 +4315264245 shown. By analogy with the example of FIG. 4 rigidly mounted bracket 11 and positionable bracket 12 are shown. The peculiarity of the current embodiment lies in the fact that the rigidly mounted stirrups 11 have already been cast into the wall plates 6 and 7 together with the stabilizing elements 8 during the production of the HSlbfertig component 2. They are therefore "invisible" which should be illustrated by the dashed representation in the left half of the figure. Irtt case of the wall plate 7 shown ausgebuckochen the bracket 11 are schematically visible. The positionable. Brackets 12 are placed in the same way in the gap 9 as to the. Embodiments of FIGS. 3 and 4 has already been explained. Cotter pins 13 also provide in this variant of the invention the reinforcement technology: connection of both types of brackets ensures that södaas in the area of the joint 4 a sufficient reinforcement and overlap length 0 is guaranteed.
    Fig. 6 illustrates a detail of a structure 1, in which a corner of the structure 1 is shown. Two semi-finished components 2 and 3 have been joined together at the construction site to form a corner joint. The semi-finished components 2 and 3 are formed in a known manner by two Wandplätten 6 and 7 respectively. The mutually parallel wall plates 6 and 7 are connected to each other by stabilizing elements 8. Here, too, the flat, wave-shaped stabilizing elements 8 can be formed by rod-shaped stabilizing elements 14 :. In the corner shown here, the overlapping length required for stability: is generated by means of lifting stirrups 12 in intermediate space 9 of the semi-finished components 2 and 3. In each of the semi-finished components 2 and 3, the positionable stirrups 12 are overlapped by being inserted and tilted in the area of impact 4 of the corner and can be fixed by means of splints 13, as shown in Fig. 7 - showing an advanced mounting phase - Is shown.
    8 and 9, a further embodiment of the invention is shown, in which a three-directional basket is used as a reinforcing element, which is made of horizontal brackets 16 and vertical bars 17. After the basket 15 has been inserted into the semi-finished component 3, as shown in FIG. 8, a sword 18 is pushed with its tip first between the stabilizing elements 8 and the horizontal brackets 16, 15/04/2013, from above in the direction of the arrow 19 21:11 N8 l - t1060 P.009 / 022 15/04/2013 21:06 +4315264245
    BEER & PARTNER PATENTA P. 10/22
    > * ·: · · · · # • ·
    Whereby the basket 15 is moved in the direction of the arrow 20 to the left until the bracket 16 of the basket 15, the bracket 11 of the other
    Semi-finished component 2 to overlap the desired Ühergreifungslänge Ü.
    In the described embodiments, plate-like or. Wave-shaped shapes have always been represented and described as stabilizing elements. The stabilizing elements may also be other forms, e.g. a bar shape, or may be used mixed or arranged in groups arranged different types of stabilizing elements. P. 010/022 15/04/2013 21:11 l , / 22R060 15/04/2013 21:06 +4315264245
    BEER & PARTNER PATENTA P. 11/22
    ···· 9 · · · · · «· · · · · · · ·« · · · · · · · · · · · · · ·
    LIST OF REFERENCE NUMERALS 1 structure 2 halved component 3 semi-finished component 4 joint 5 joint 6 wall plate 7 wall plate 8 surface Stabilizationseininente 9 space 10 baskets 11 bracket 12 positionable bracket 13 cotter pins 14 rod-shaped stabilizing elements 15 basket 16 horizontal bracket 17 vertical bracket 18 sword 19 arrow 20 arrow 15/04/2013 21:12 IQ ί 22R060 P.011 / 022
    权利要求:
    Claims (3)
    [1]
    15/04/2013 21 :: 06 +43: 15264245 BEER & PARTNER PATEHTA P. 12/22


    [2]
    Second
    [3]
    3 4, 5. 6. Building (1), consisting of two or more with joint (4) joined semi-finished components (2, 3), which are formed from wall panels (6, 7), with the help of stabföfmifen and / or planar stabilizing elements (8), which extend substantially at right angles to the planes of the wall panels (6, 7), are spaced apart substantially in parallel planes, and each forming a joint (5) on the joint (4) in which the intermediate spaces (9) between the wall panels (6, 7) can be filled with a hardenable mass, characterized in that stabilizing elements (8, 14) in the region of the joint (4) with positionable multi - directional reinforcement elements (10, 12, 15 A structure according to claim 1, characterized in that the multi-directional reinforcing elements (10, 12, 15) extend in planes substantially perpendicular to the planes of the wall panels (6, 7) .A building according to claim 1 or 2, characterizedin that the stabilizing elements (8, 14) are realized by rod-shaped and / or planar composite components which interact with the positionable, multi-directional reinforcing elements (10, 12, 15). Structure according to one of claims 1 to 3, characterized in that the positionable multi-directional reinforcement elements (10, 15) are three-directional baskets. Structure according to one of Claims 1 to 3, characterized in that the multi-directional reinforcing elements (12) which can be positioned are two-directional stirrups. Building according to one of claims 1 to 5, characterized in that the positionable multi-directional reinforcing elements (10, 12, 15) are arranged displaceably and / or tiltably. Structure according to one of claims 1 to 6, characterized in that the positionable multi-directional reinforcing elements 15/04/2013 21:12 11/22 ^ 060 P.012 / 022 7. 15/04/2013 21:06 +4315264245 p. 13 / 22 (10/12, 15) with further reinforcing elements (11) co-operating, and that the further reinforcing elements (11) are connected to stabilizing elements (8) and / or firmly anchored in the wall plates (6, 7). · ···· • »• • • • * * * • • • • • • • · · · · · · · · BEER & PARTNER PATEHTA • • • ••• • • • Construction according to one of claims 1 to 7, characterized in that the steeling elements (8, 14) and / or the further reinforcing elements (11) are connected to the positionable multi-directional reinforcement elements (10th to 10th) , 12, 15) form a statically required cross-over length (ü) over the joint (4) P.013 / 022 15/04/2013 21:13
    类似技术:
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    同族专利:
    公开号 | 公开日
    EP2792805A1|2014-10-22|
    AT514300B1|2015-10-15|
    EP2792805B1|2019-09-18|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    EP1028203A2|1999-02-11|2000-08-16|Richard Prof. Dr.-Ing. Rojek|Reinforcing system|
    EP1146179A2|2000-04-10|2001-10-17|Angelo Candiracci|Pre-armed formwork building panel|
    FR2942824A1|2009-03-09|2010-09-10|Fehr|Integrated framework wall for dwelling, has frame whose one portion is secured another portion, where former portion extends to outer side of wall laterally with respect to edge of wall and along extension of internal volume of wall|
    CN201649354U|2009-12-18|2010-11-24|安徽建筑工业学院|Anti-seismic laminated plate type shear wall with I-shaped connecting component|
    EP2439352A1|2010-10-07|2012-04-11|FEHR Groupe|Permanent formwork wall with connecting cablet|
    EP2495375A1|2011-03-02|2012-09-05|H&H Technologies|Integral formwork wall with pivotable mobile connecting element|US11248383B2|2018-09-21|2022-02-15|Cooper E. Stewart|Insulating concrete form apparatus|US20050155306A1|2004-01-21|2005-07-21|Jeffrey Childres|Joining clip for insulated concrete forms|
    DE102007014366A1|2007-03-26|2008-10-02|Gerhard Maier|Reinforcement device for prefabricated parts|
    EP2410100B1|2010-07-19|2014-10-01|FEHR Groupe|Integral formwork wall with connecting reinforcement|GB2526533A|2014-05-09|2015-12-02|Charcon Ltd|Method and apparatus for rebar tying|
    法律状态:
    2020-12-15| MM01| Lapse because of not paying annual fees|Effective date: 20200415 |
    优先权:
    申请号 | 申请日 | 专利标题
    ATA308/2013A|AT514300B1|2013-04-15|2013-04-15|building|ATA308/2013A| AT514300B1|2013-04-15|2013-04-15|building|
    EP14450015.4A| EP2792805B1|2013-04-15|2014-04-14|Wallelement consisting of prefabricated elements|
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