Method of making a building element, an apparatus for making the building element, and a building element made by the method

• US 10,239,228 B2
• Filed: 06/03/2014
• Issued: 03/26/2019
• Est. Priority Date: 06/04/2013
• Status: Active Grant

• Current Assignee: ABEO ApS
• Original Assignee: ABEO ApS
• Inventors: Hertz, Peter, Rasmussen, Morten Schramm
• Primary Examiner(s): Fox, Charles A
• Assistant Examiner(s): Minter, Keith
• Application Number:
  US14/896,075
• Publication Number:
  US 20160129607A1
• Time in Patent Office: 1,757 Days
• Field of Search: 52600, 52234, 52319, 52677, 249 26, 249 28, 249 85, 249144, 264 31
• CPC Class Codes: B28B 1/008 made from two or more materials having different characteristics or properties casting for producing layered articles B28B1/16; feeding several succesive layers, optionally of different materials B28B13/022; coating B28B11/04; applying material to surfaces to form a permanent layer thereon B28B19/00
• CPC Class Codes: B28B 1/084 the vibrating moulds or cores being moved horizontally for making strands of moulded articles
• CPC Class Codes: B28B 1/16 for producing layered articles coating B28B11/04
• CPC Class Codes: B28B 19/003 to insulating material
• CPC Class Codes: B28B 23/02 wherein the elements are reinforcing members B28B23/0006 takes precedence
• CPC Class Codes: B28B 7/24 Unitary mould structures with a plurality of moulding spaces , e.g. moulds divided into multiple moulding spaces by integratable partitions, mould part structures providing a number of moulding spaces in mutual co-operation assemblies of individually complete moulds B28B7/26
• CPC Class Codes: E04B 5/04 with beams or slabs of concrete or other stone-like material, e.g. asbestos cement E04B5/08, E04B5/14 take precedence
• CPC Class Codes: E04B 5/38 with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element beams placed against one another and acting as permanent forms E04B5/23
• CPC Class Codes: E04C 2/06 reinforced

Abstract

The invention relates to the manufacture of a reinforced slab-shaped building element (E) having a length (L), a width (W) and a thickness, said slab-shaped building element (E) comprising an upper concrete plate anchored to a lower concrete plate with a top surface and a bottom surface, said upper concrete plate being cast from relatively higher strength concrete laid out upon said top surface, said lower concrete plate being of a less strong concrete, said lower concrete plate including a base contiguous with a plurality of raised portions integral therewith, said raised portions being spaced apart in the direction of said length (L) and said width (W), said plurality of raised portions defining between them a network of recesses, at least some of said recesses including reinforcing bars (R), said raised portions and said recesses together defining said top surface.

Claims

1. A method of casting a reinforced slab-shaped building element (E) having a length (L), a width (W) and a thickness, said slab-shaped building element (E) comprising:

an upper concrete plate (20) anchored to a lower concrete plate (10) with a top surface and a bottom surface,

said lower concrete plate (10) being of a first type concrete,

said upper concrete plate (20) being cast from higher strength concrete than the first type concrete, the higher strength concrete laid out upon said top surface,

said lower concrete plate (10) including a base (11) contiguous with a plurality of raised portions (14) integral therewith,

said raised portions (14) being spaced apart in the direction of said length (L) and said width (W),

said element (E) including reinforcing bars (R) laid out between at least some of said raised portion (14),

said raised portions (14) defining said top surface,

said method comprising the steps of;

i) providing a first mold (100, 1000) configured to define a support for said lower plate (10) and at least one second mold (120, 1200) having an internal shape corresponding to a respective one of said raised portions (14),

ii) preparing a first type concrete,

iii) filling said at least one second mold (120, 1200) with said first type concrete and discharging said first type concrete from said at least one second mold (120, 1200) into said first mold (100, 1000) to form said lower plate (10) by said first type concrete bonding to first type concrete previously discharged into said first mold (100, 1000),

iv) repeating step iii) by successively relocating said at least one second mold (120, 1200) to neighboring positions relative to previously discharged first type concrete,

v) at least partially curing said first type concrete discharged into said first mold (100, 1000),

vi) laying out said reinforcing bars (R) between at least some of said raised portion (14),

vii) preparing a higher-strength type concrete stronger than said first type concrete, and

viii) using said lower plate (10) as a third mold to cast said upper plate (20) by applying said higher-strength type concrete upon said top surface of said lower plate (10).

2. The method according to claim 1, said step iii) including successively lifting and lowering said at least one second mold (120, 1200) in a direction away from or towards said first mold (100, 1000).

3. The method according to any of the previous claim 1 or 2, wherein before said step iii) said first mold (100, 1000) is filled with a layer of said first type concrete to form said base (11).

4. The method according to any of the previous claim 1 or 2, wherein said step iii) includes a compacting and vibrating of said first type concrete while in said at least one second mold (120).

5. The method according to any of the previous claim 1 or 2, wherein said at least one second mold (120, 1200) is arranged with a gap (110, 1100) above said first mold (100, 1000) during said discharging.

6. The method according to any of the previous claim 1 or 2, wherein before said step iii) said first mold (100, 1000) is covered by a layer of a cementitious material to define a covering layer configured to cover said bottom surface, said at least one second mold (120, 1200) being arranged in said step iii) with said gap (110, 1100) above said layer of material during said discharging.

7. The method according to claim 6, wherein the cementitious material is selected from the group consisting of:

mortar, glass fiber web, and paint.

8. The method according to any of the previous claim 1 or 2, wherein said first mold (100, 1000) defines a support during the entire casting process of said element (E).