Method for producing a concrete component, prefabricated structural element of a concrete component, and concrete component

Patent metadata

Field	Value
Publication number	US-10227777-B2
Application number	US-201414899036-A
Country	US
Kind code	B2
Filing date	Jun 25, 2014
Priority date	Jul 2, 2013
Publication date	Mar 12, 2019
Grant date	Mar 12, 2019

Abstract

The present invention relates to a method of producing a concrete component ( 15 ), to a prefabricated structural element ( 3 ), which serves as a semi-finished product for the production of the concrete component ( 15 ) made in this way, and to a corresponding concrete component ( 15 ). The method claimed involves the following steps:
producing a prefabricated structural element ( 3 ) comprising first reinforcement structures ( 18 ), which feature textile reinforcement structures, and first thermal insulation elements ( 6 ), pouring concrete into a shell mold ( 13 ) to form a first concrete layer ( 11 ), lowering the prefabricated structural element ( 3 ) onto the first concrete layer ( 11 ).

First claim

What is claimed is:

1. A method of producing a concrete component, the method comprising:
producing a prefabricated structural element ( 3 ), including:
bending a generally flat textile grid into a non-flat orientation with a first portion of the textile grid extending transversely to a second portion thereof;
joining the first portion of the bent textile grid with a generally flat grid to form a first reinforcement structure ( 18 ), and
introducing a first thermal insulation element ( 6 ) to the first reinforcement structure,

pouring concrete into a shell mould ( 13 ) to form a first concrete layer ( 11 ),
lowering the prefabricated structural element ( 3 ) onto the first concrete layer ( 11 ),
orienting the prefabricated structural element such that the generally flat grid and the first portion of the bent textile grid is embedded within the first concrete layer.

2. The method according to claim 1 , further comprising applying a second concrete layer ( 14 ) onto the prefabricated structural element ( 3 ).

3. The method according to claim 2 ,
wherein bending the generally flat textile grid into the non-flat orientation comprises bending the textile grid into a U-shaped configuration having a recess between the first portion, second portion, and a third portion of the textile grid that extends generally parallel to one of the first and second portions thereof and transversely to another of the first and second portions; the method further comprising during production of the prefabricated structural element ( 3 ), introducing the first insulation element ( 6 ) into the recess ( 8 ) in the first textile reinforcement structure ( 18 ), which at least partially embraces the first insulation element therein.

4. The method according to claim 3 , wherein the first insulation element comprises a panel-shaped portion, further comprising introducing the panel-shaped portion of the first insulation element ( 6 ) into the recess of the first textile reinforcement structure.

5. The method according to claim 1 , further comprising during production of the prefabricated structural element ( 3 ), introducing the first thermal insulation element ( 6 ), in a liquid or foam form, into an area of the first reinforcement structure ( 18 ).

6. The method according to claim 5 , further comprising equipping the prefabricated structural element ( 3 ) with connectors ( 19 ),
which ( 19 ) are already part of the first reinforcement structure ( 18 ), or are firmly connected to the first reinforcement structure ( 18 ), at a time at which the liquid or foam is introduced into the area of the first reinforcement structure ( 18 ),
and which ( 19 ) extend beyond the area which becomes filled with the foam or liquid,
and which ( 19 ) extend into a layer ( 16 ) of soft, powdered and/or viscous moulding material while the foam or liquid is curing.

7. The method according to claim 1 , further comprising forming at least the first concrete layer ( 11 ) in a shell mould ( 13 ) and that, on being lowered onto the first concrete layer ( 11 ), the prefabricated structural element ( 3 ) fits into the shell mould.

8. A prefabricated structural element for a concrete component, the element comprising:
first reinforcement structures ( 18 ), which feature a generally flat grid and three-dimensional textile reinforcement structures connected thereto, wherein individual ones of the textile reinforcement structures include a unitary textile grid that is formed into a U-shape via bending, wherein a first portion of the textile grid is connected to the generally flat grid and both the first portion of the textile grid and the generally flat grid are configured to be embedded in a first layer of concrete, a second portion of the textile grid connected to the first portion that extends generally orthogonally from the first portion, and a third portion of the textile grid connected to the second portion that extends generally orthogonally from the second portion, the third portion configured to be embedded in a second layer of concrete, and
first thermal insulation elements ( 6 ), wherein individual ones of the first thermal insulation elements are disposed between individual ones of the textile reinforcement structures with a portion of the individual ones of the first thermal insulation elements disposed within a void formed by one of the adjacent U-shaped textile reinforcement structures.

9. The prefabricated structural element according to claim 8 , further comprising connectors ( 19 ),
which ( 19 ) are part of the first reinforcement structures ( 18 ) or are connected firmly to the first reinforcement structures ( 18 ),
which ( 19 ) extend beyond the first insulation elements ( 6 ),
and which ( 19 ) are configured to connect to second reinforcement structures ( 12 ) and/or be permanently embedded in a concrete matrix.

10. The prefabricated structural element according to claim 8 , wherein the structural element is panel-shaped, such that a length (l) and breadth (b) of the structural element is a multiple of the structural element's depth (t).

11. The prefabricated structural element according to claim 10 , wherein the first reinforcement structures ( 18 ) and the first insulation elements ( 6 ) fill a majority of the prefabricated structural element ( 3 ).

12. The prefabricated structural element according to claim 8 , wherein the insulation elements ( 6 ) define a plane that is not pierced by a metal or concrete material.

13. The prefabricated structural element according to claim 8 , wherein the first thermal insulation elements ( 6 ) comprise foam insulation materials.

14. A concrete component comprising a prefabricated structural element ( 3 ) comprising:
first reinforcement structures ( 18 ), which feature a generally flat grid and three-dimensional textile reinforcement structures connected thereto, wherein individual ones of the textile reinforcement structures include a unitary textile grid that is formed into a U-shape via bending, wherein the generally flat grid and a first portion of the textile grid is embedded in a first layer of concrete, a second portion of the textile grid connected to the first portion extends generally orthogonally from the first portion, and a third portion of the textile grid connected to the second portion extends generally orthogonally from the second portion, the third portion embedded in a second layer of concrete, such that each unitary U-shaped textile grid is firmly embedded in both first and second layers of concrete; and
first thermal insulation elements ( 6 ), wherein a portion of individual ones of the first thermal insulation elements are disposed within individual ones of the U-shaped textile reinforcement structures.

15. A method of producing a prefabricated structural element for use in forming a concrete component, the method comprising:
bending a generally flat first textile grid into a U-shaped configuration with a first portion of the first textile grid extending transversely to a second portion thereof and a third portion that extends generally parallel to the first portion to form at least a portion of a first textile reinforcement structure having a void between the first, second, and third portions;
introducing at least a portion of a first insulation element into the void of the first textile reinforcement structure.

16. The method according to claim 15 , wherein the first insulation element is a solid panel-shaped element and introducing the first insulation element into the void includes inserting an end of the first insulation element into the void.

Assignees

• Groz Beckert Kg

Inventors

• Karle Roland
• Kromer Hans
• Pfaff Johann

Classifications

• B28B19/0046

  to plastics · CPC title

• E04C2/288

  composed of insulating material and concrete, stone or stone-like material · CPC title

• B28B19/003 Primary

  to insulating material · CPC title

• B28B23/028

  for double - wall articles · CPC title

• E04C2/06 Primary

  reinforced · CPC title