• 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:

    公开号:AT510233A1
    申请号:T0129210
    申请日:2010-08-02
    公开日:2012-02-15
    发明作者:
    申请人:Redlberger Alfred；
    IPC主号:
    专利说明:

    »· # * Ff * · • I · ff ··« «* * • ff ff * ff * · · ff ff ff ff *» * * - 1 -
    The invention relates to a method for the production of precast components according to the preamble of claim 1. Furthermore, the invention relates to prefabricated components produced by the method in the form of plates or double wall panels according to the preambles of claims 5 and 7.
    In known such processes, a hardening plastic mass is poured into reusable formwork and allowed to harden. For the production of double-wall precast components, two such plates are connected to each other via reinforcements.
    When using such components for the construction of buildings, the components are placed at the site on previously prepared floor panels or on finished building ceilings and poured the space between the plates of the double-wall precast components with hardening plastic mass.
    The preparation of the bottom plate requires previous very complex steps. Furthermore, it is very difficult to produce a precise bottom plate. In addition, there is the problem, if waterproof building parts are required that can penetrate through the working joint between the bottom plate and wall plate water.
    Also, there is the disadvantage that the alignment of the components at the construction site means a very considerable effort and a corresponding effort to support the components is required to keep them in the desired position. This requires several workers and a corresponding time commitment, which means higher construction costs.
    The aim of the invention is to avoid these disadvantages and to propose a method of the type mentioned, whereby finished part components can be produced, which have no Arbeitsfuge between bottom plate and wall plate, which allows a precise production of the bottom plate, with no significant previous work to produce the bottom plate are required, and wherein a simple assembly of the manufactured components is made possible at the construction site and thus the cost of building a prefabricated building are significantly reduced and the quality of execution is significantly increased.
    According to the invention this is achieved in a method of the type mentioned by the characterizing features of claim 1. »• *» ·· * * * - - 2 -
    The machining of the fitting sections takes place after installation of the built-in parts in the plates or double-wall plates takes place under controlled workshop conditions to ensure a corresponding precision of the fitting sections. After all machinable mating sections have been aligned with respect to the deviations of their position in relation to the intended dimensions of the plates, the plates or double wall plates can be assembled during assembly with particularly low tolerances.
    Conveniently, the plates are measured by laser and processed the passport portions of the mounting parts according to schedule with a computer-controlled machine tool. Thus, a very high degree of accuracy can be achieved.
    When setting up the precast components are brought through the mating sections of the corresponding fixtures with each other, whereby the plates automatically adjusted to the correct position, then connected by screws together and thus secured in this position, the individual components are not each set up for themselves have to. After fixing the components they must be poured, as in the prior art, only with hardening plastic mass.
    In order to achieve a quick and easy machinability of the passport sections, it is advantageous to provide the features of claim 2.
    In order to achieve a simple determination of the mutual position of the precast components to each other, it is advantageous to provide the features of claim 3.
    Furthermore, the object of the invention by prefabricated components with the characterizing features of claims 5 and 1 is achieved. The features of claim 5 make it possible thereby to design the panels as floor panels which are simply brought into the correct position by the height adjustment on the ground.
    It is not necessary to create a complete foundationj but only selective bearing surfaces for the bearing elements ^ which are then adjusted in their height.
    In order to ensure a safe and simple connection of the floor panels to other floor panels and wall elements, it is necessary to provide the features of claim 6 in advance.
    The features of claim 7, the advantage of producing wall elements, which in a simple manner with the- «··························································· ··································································· Whose components can be connected without additional adjustment
    The invention will now be explained in more detail with reference to the drawing, in which:
    1 shows schematically a part of a construction element according to the invention with prefabricated components,
    2 shows schematically the connection of two floor panels from above,
    3 is a schematic view of the connection of a base plate to a prefabricated component provided as a wall;
    Fig. 4 shows schematically the compound of FIG. 2 in side view.
    In the building under construction point foundations 1 are arranged on a substrate 2. Height-adjustable built-in parts 3, 4 are supported on these point foundations 1, which are connected to a prefabricated component 5 designed as a base plate. These are expediently inserted into a reusable formwork for the production of prefabricated components 5. In this case, anchoring elements 6 of the built-in parts 3, 4 of the hardening plastic material from which the precast components 5 are made, enclosed and anchored so.
    With the adjusting screws or devices 7, 7 ', the precast components 5, which serve as floor plates ^ can be aligned horizontally.
    The built-in parts 3 further have fitting sections 8, which are made of plastic and overlap a rim of an opening 9 and are preferably sprayed onto the mounting part 3 as blanks. After the measurement and processing of the fitting sections 8 for aligning the position with respect to the plates, the fitting sections 8 have substantially cone-shaped mating surfaces. The cooperation with corresponding counterparts mating surfaces of other passport portions 10, or eingrei-fen in this. In this case, the fitting sections 10 are held in mounting parts 11, which connect two plates 12, 13 of a wall or double-wall prefabricated component 14 with each other.
    The connection of the prefabricated components 5 with the wall or double-wall prefabricated components 14, which are vertically aligned and serve as wall elements, by means of screws 15 and nuts 16, wherein the screws 15 pass through holes of the fitting sections 8 and 10. As can be seen from Fig. 3, in which the inputs are • • • • * * * * * * * «« «* * • * * * * * *« · · * * * «« ♦ »« In this case, lock nuts 17 are still provided. The components 3 and 11 are shown on a larger scale ,
    The anchoring of the mounting parts 11 in the plates 12, 13 takes place by means of anchoring elements 6.
    The space between the plates 12, 13 of the precast member 14 and the space between the substrate 2 and the precast member 5, which forms a bottom plate, is filled with a hardening plastic mass, such as z-B. In-situ concrete poured out.
    For the erection of floors adjustable supports 18 and beams 19 are used to support further prefabricated components 5 'and to be able to align horizontally accordingly. In this case, the precast components 5 'are connected to the double-wall prefabricated components 14. For this purpose, built-in parts 11 and 3 'are provided, the latter corresponding to the built-in parts 3 ^ but instead of the adjusting screw 7 have a receptacle for a further fitting portion 8, which cooperates with a counter-trained fitting portion 10 which is held in a built-in part 11' and the two plates 12, 13 of a double-wall prefabricated component 14 connects to each other.
    In-situ concrete or screed can be applied to the prefabricated component 5 'serving as a ceiling.
    For connecting two prefabricated components 5, 5 'serving as floor or ceiling, anchoring elements 6 are anchored in these installed parts 20, 20'. These mounting parts 20, 20 'are, as can be seen from Fig. 2, arranged obliquely and carry fitting sections 8, and 10 and are about this with through holes in the fitting sections 8, 10 projecting screws 15 and nuts 16, 17 with each other connected. The fitting sections 8, 10 are provided for adjustment with cone-shaped mating surfaces 25.
    The built-in parts 20 'carry a further fitting portion 21, which has a triangular in cross-section groove 22, as can be seen from Fig. 4, and cooperates with a further fitting portion 23 having the same mating surfaces 24 and in a fitting 11, or 11 ', which each two plates 12, 13 connect to a double-wall prefabricated component 14 is held.
    The built-in parts 20, or 20 'can, as can be seen from FIG. 4, also be provided with adjusting screws 7 in order to enable support on a punctiform foundation 1 and thus alignment of a component 5 in the horizontal direction. • t ···························································. mm · · «* I« ··· · I ι * - 5 -
    As can be seen from FIG. 3, the plate 12 of the double-wall prefabricated component 14 serving as a wall element protrudes essentially beyond the built-in parts 3 and only ends just in front of the punctiform foundation 1 or the substrate 2. This results in only correspondingly small gaps ^ can be easily sealed before pouring the components 14 with hardening plastic material.
    As already mentioned, the fitting sections 8, 10, 21, 23 are sprayed onto the built-in components as blanks, the blanks overlapping edges of openings 9 of the built-in parts 3, 11, 11 ', 20, 20' on both sides. These blanks are measured and machined with respect to the intended dimensions of the plates in the manufacture of prefabricated components with respect to their intended position, so that components are created which can be connected together in the intended sequence.
    It is therefore sufficient to set up the floor panels with the adjustment in your situation when erecting the prefabricated building. The other vertical components can then be connected to the first component by means of the built-in components including passport sections and screws and are thereby forced into the correct position. This reduces the installation effort at the construction site very considerably.
    Vienna, "2 Aug. 2010
    权利要求:
    Claims (4)
    [1]
    5 10 15 20 25 Müllner Dipl.-Ing. Katschihfö 0l * oi / Ratprrteowaltskanzlei Weihburggasse 9, Postfach * t59 * 1 ^ * 1 ÖW WkeN; Austria Telephone: i +43 (1) 512 24 81 / Fax: +43 (1) 513 76 81 / E-mail: ϊ-τ repatent@aon.at Account (PSK): 1480 708 BL2 60000 BIC: OPSKATWW IBAN : AT19 6000 0000 0148 07081 480 708a nnj'io 16a / Ö / 44793 Alfred REDLBERGER 3631 Scheib (AT) Claims: 1. A process for the production of prefabricated components (5, 14) from a hardening plastic mass for the construction of buildings, wherein the hardening mass is filled into a formwork and allowed to harden to plates, wherein optionally two plates (12, 13) are connected via inserted into the formwork reinforcements together to form a double wall plate (14), characterized in that mounting parts (3, 4, 20 , 20 '), which serve to support the precast components and / or to their mutual connection, are installed at the edge regions of the plates or double wall plates, wherein the mounting parts (3, 11, 11', 20, 20 ') fitting portions (8, 10 , 21, 23), which as adjustment and Verbindungspun kte to adjacent plates or double wall panels are used, and that in a further process step, the fitting portions are machined at fixed relative to the plates or double wall panels positions to compensate for deviations of the position of the fitting sections against the intended dimensions of the plates or double wall plates. 2. The method according to claim 1, characterized in that the fitting portions (8, 10, 21, 23) are made of plastic, 3. Method according to one of claims 1 or 2, characterized in that the fitting portions (8, 10, 21 , 23) by milling with cone-shaped mating surfaces (25), or conically approximating mating surfaces (24) are provided for easier adjustment of the plates or double wall panels. 4. The method according to any one of claims 1 to 3, characterized in that the blanks of the fitting portions (8, 10, 21, 23) are sprayed onto the mounting parts (3, 11, 11 ', 20, 20'), wherein the blanks the edge of an opening (9) of the mounting parts (3, 11, 11 ', 20, 20') engage around. 30 I • · »· ♦ * - 2 - 5
    [2]
    5. Prefabricated component in the form of a plate produced by the method according to one of claims 1 to 4, characterized in that the plate is designed as a bottom plate, wherein at least three of the built-in parts with height-adjustable bearing elements (7, 1 ') for supporting the bottom plate are provided by a substrate. 10 15
    [3]
    6. Precast component according to claim 5, characterized in that the fitting portions (8, 10, 21) of the mounting parts of the bottom plate in the direction of the plate plane for connecting a plurality of bottom plates with each other and in the direction normal to the plate plane for connecting the bottom plate with a wall element formed as a double wall plate ( 14) are aligned, and that at least two passport sections per alignment are provided on at least one, preferably on each narrow side of the bottom plate. 20
    [4]
    7. Precast component in the form of a double wall plate, produced by the method according to one of claims 1 to 4, characterized in that the double wall plate (14) is designed as a wall element, wherein the fitting portions (8, 10, 23) of the mounting parts in the direction of the plate plane are aligned for connection of the wall element with other wall elements and / or floor panels, and that at least two respective fitting sections are provided on at least one, preferably on each narrow side of the wall element. 'J ί *' ',' '' '' ί-V · Vienna, the '*.' '► ~ * 25
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    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    DE1534860A1|1965-11-02|1969-08-21|Skanska Cementgjuteriet Ab|Support and guide device for components and methods for assembling these elements|
    US3648961A|1970-04-30|1972-03-14|William H Farrow|Wall tie for concrete forms|
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    US4159097A|1976-09-13|1979-06-26|Strickland Systems Inc.|Tie having integrally molded sleeve|
    US4726560A|1986-09-02|1988-02-23|Dotson Ray C|Concrete form tie assembly|
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    FR2696488B1|1992-10-06|1994-11-25|Alain Antoniazzi|Flat prefabricated element in order to constitute a wall and walls made up with said elements.|
    DE19549535C2|1995-06-30|2001-01-11|Ralf Sebald|Adjustment device for placing a wall element|
    US5762815A|1997-08-04|1998-06-09|Lee; Kou-An|Apparatus for adjusting a distance between two opposed form panels|
    US6036165A|1998-06-02|2000-03-14|Lee; Kou-An|Method and apparatus for constructing a building unit|
    US6539591B1|2001-10-19|2003-04-01|Rolando Blanco|Tie rod puller|
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    CN100396860C|2005-04-04|2008-06-25|朱秦江|Concrete building combined with heat insulating framework and its construction method|
    CN100417774C|2006-07-04|2008-09-10|朱秦江|Mounting and caging system for composite thermal-insulation concrete building template and construction method thereof|
    CN101858114A|2009-04-07|2010-10-13|段风雷|Construction method for cast-in-place integral light-weight partition wall|CA3056094A1|2018-09-21|2020-03-21|Cooper E. Stewart|Insulating concrete form apparatus|
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    法律状态:
    2017-04-15| MM01| Lapse because of not paying annual fees|Effective date: 20160802 |
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    CN2011800377159A| CN103097620A|2010-08-02|2011-08-01|Method for producing prefabricated structural parts|
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