Prefabricated building panel and method of making the same

• US 4,642,960 A
• Filed: 12/12/1984
• Issued: 02/17/1987
• Est. Priority Date: 12/12/1984
• Status: Expired due to Fees

• Current Assignee: Edwin M. Iii Wallover
• Original Assignee: Edwin M. Iii Wallover
• Inventors: Wallover, Edwin M. III
• Primary Examiner(s): Perham, Alfred C.
• Application Number:
  US06/680,900
• Time in Patent Office: 797 Days
• Field of Search: 52/434, 52/315, 52/385, 52/389, 52/390, 52/363, 52/344, 52/602, 52/681, 52/683, 52/125.4, 52/719, 52/664, 52/660, 245/8
• US Class Current: 52/390
• CPC Class Codes: E04B 2/8605 without spacers
• CPC Class Codes: E04C 2/041 composed of a number of smaller elements, e.g. bricks, also combined with a slab of hardenable material
• CPC Class Codes: E04C 2002/007 Panels with the appearance of a brick wall
• CPC Class Codes: E04F 13/04 Bases for plaster sub-ceilings with plaster-carrying means E04B9/06
• CPC Class Codes: E04F 13/0862 composed of a number of elements which are identical or not, e.g. carried by a common web, support plate or grid

Abstract

An improved prefabricated building panel for mounting on the exterior of a building including a plurality of spaced, parallel support members or studs preferably formed by metal channels. A five strand layer wire mesh formed by a plurality of interwoven wires arranged at right angles to each other is attached to the support members and spaced therefrom by a plurality of spacers. The wire mesh is encapsulated with cement to form a ferrocement panel and decorative facing tile are secured to an outer face of the ferrocement panel by a layer of grouting. The ferrocement panel provides the structural load bearing component for the prefabricated panel for supporting the facing tile and eliminates the need for a separate substrate which heretofore spanned the support members and provided the structural support. The invention also includes the method steps for forming such a prefabricated panel.

Claims

1. A prefabricated exterior building panel including:

(a) a plurality of spaced parallel elongated support members;

(b) a plurality of spacers attached in a spaced relationship to the support members;

(c) a wire mesh attached to the support members and spaced a predetermined distance from said members by the spacers, said mesh being formed by a plurality of interwoven spaced wires arranged at generally right angles providing interstices therebetween and with the total thickness of the mesh consisting of the thickness of five wire strand layers;

(d) a generally planar layer of cement generally encapsulating the wire mesh and having an outer surface and an opposite inner surface with said inner surface abutting the support members;

(e) a layer of grouting applied to the outer surface of the encapsulating cement; and

(f) a plurality of facing elements attached to the outer surface of the cement by the grouting.

2. The building panel defined in claim 1 in which the support members are horizontally spaced, vertically extending metal channels.

3. The building panel defined in claim 1 in which the spacers are disc-shaped members formed of steel or plastic.

4. The building panel defined in claim 3 in which the spacers are attached to the support members by metal fasteners.

5. The building panel defined in claim 4 in which the metal fasteners are self-threading screws and have a washer which clamps against the wire mesh.

6. The building panel defined in claim 1 in which the encapsulating cement is Portland cement.

7. The building panel defined in claim 1 in which the wire mesh is galvanized.

8. The building panel defined in claim 1 in which the facing elements are ceramic tile blocks.

9. The building panel defined in claim 1 in which the wire mesh includes four series of wire strands interwoven in a spaced relationship, namely, a crimp strand, a straight strand and a pair of shoot strands;

and in which said strands are circular in cross section.

10. The building panel defined in claim 9 in which the straight strand has the largest diameter of the three strands;

in which the straight strands are parallel to each other and lie in a common plane;

in which the shoot strands lie in alternating relationship in two separate parallel layers with the straight strands being located therebetween; and

in which the crimp strands are interwoven between the two layers of the shoot strands clamping the shoot strands against the straight strands.

11. The building panel defined in claim 10 in which the diameter of the straight strands, shoot strands and crimp strands are 0.072 inches, 0.067 inches and 0.047 inches respectively.

12. The building panel defined in claim 10 in which the crimp strands form generally saw tooth configurations in interweaving between the two layers of shoot strands being defined by angled corners connected by straight segments;

and in which the mesh has a five wire strand thickness defined by adjacent corners of the crimp wire strands, the pair of spaced shoot wire strands and the straight wire strand which forms the center wire strand of the mesh.

13. The building panel defined in claim 1 in which the facing elements are formed with grooved back surfaces.

14. A prefabricated exterior building panel including:

(a) a plurality of spaced parallel elongated support members;

(b) a plurality of spacers located at spaced intervals along the support members;

(c) a wire mesh attached to the support members and spaced from said members by the spacers, said mesh being formed by a plurality of interwoven spaced wires arranged at generally right angles providing interstices therebetween and with the total thickness of the mesh consisting of the thickness of five wire strand layers;

(d) a plurality of fasteners attaching the spacers and wire mesh at spaced intervals to the support members;

(e) a layer of cement generally encapsulating the wire mesh;

(f) a layer of grouting applied to the encapsulated wire mesh; and

(g) a plurality of facing elements attached to the encapsulated wire mesh by the grouting.

15. A method of forming an exterior building panel including the steps of:

(a) arranging a plurality of elongated support members in a parallel spaced relationship;

(b) attaching a plurality of spacers on each of the support members;

(c) securing a wire mesh to the support members spaced a predetermined distance from said members by the spacers, said mesh being formed by a plurality of interwoven spaced wire strands arranged at right angles providing interstices therebetween whereby the total thickness of the mesh consists of the thickness of five wire strand layers;

(d) encapsulating the wire mesh with a generally planar layer of cement providing an outer surface and an opposite inner surface with said inner surface abutting the support members;

(e) applying a layer of grouting to the outer surface of the encapsulating cement; and

(f) attaching a plurality of facing elements to the grouting.

16. The method defined in claim 15 in which the spacers and wire mesh are attached to the support members by metal fasteners.

17. The method defined in claim 16 in which the metal fasteners are self-threading screws;

in which a washer is mounted on each of the screws and clamps the mesh against the spacers; and

in which the screws extend through holes formed in the spacers and into other holes formed in the support members.

18. The method defined in claim 15 in which the wire mesh has a thickness of approximately 1/4 inch;

and in which the mesh is encapsulated between layers of concrete each approximately 1/4 inch thick forming a ferrocement panel of approximately 3/4 inch thick.

19. The method defined in claim 15 in which the strands of the wire mesh are galvanized.

20. A method of forming an exterior building panel including the steps of:

(a) arranging a plurality of elongated support members in a parallel spaced relationship;

(b) placing a plurality of spacers at spaced intervals along each of the support members;

(c) attaching the spacers and a wire mesh to the support members with a plurality of fasteners with the wire mesh being spaced from said support members by the spacers, and with said mesh being formed by a plurality of interwoven spaced wire strands arranged at right angles providing interstices therebetween whereby the total thickness of the mesh consists of the thickness of five wire strand layers;

(d) encapsulating the wire mesh with cement;

(e) applying a layer of grouting to an outer surface of the encapsulated wire mesh; and

(f) attaching a plurality of facing elements to the encapsulated wire mesh by the grouting.