Self-reinforced masonry blocks, walls made from self-reinforced masonry blocks, and method for making self-reinforced masonry blocks

Patent metadata

Field	Value
Publication number	US-2016102453-A1
Application number	US-201514923106-A
Country	US
Kind code	A1
Filing date	Oct 26, 2015
Priority date	Sep 15, 2010
Publication date	Apr 14, 2016
Grant date	—

Abstract

A self-reinforced masonry block comprises a main body having opposed substantially parallel stacking surfaces and at least one tubular cell defined therethrough from one stacking surface to the other. At least one confining reinforcement is embedded in the main body to surrounding a corresponding cell. Each confining reinforcement extends substantially entirely along the longitudinal length of its corresponding cell and terminates inwardly of the stacking surfaces. The self-reinforced masonry blocks may be used in construction of a grout-filled, vertically reinforced masonry block wall, with the self-reinforced masonry blocks being used for those portions of the wall where the grouted cells are prone to crushing due to high levels of compressive stress, and conventional unreinforced masonry blocks being used for other portions of the wall. A method for making the self-reinforced masonry blocks is also described.

First claim

1 . A self-reinforced masonry block, comprising:
a main body having opposed substantially parallel stacking surfaces; the main body having at least one tubular cell defined therethrough from one of the stacking surfaces to the other stacking surface; each at least one cell having a longitudinal axis and a longitudinal length defined by the stacking surfaces; at least one hollow confining reinforcement being embedded in the main body; each confining reinforcement surrounding a corresponding one of the at least one cell along the longitudinal length thereof; each confining reinforcement extending substantially entirely along the longitudinal length of its corresponding cell; and each confining reinforcement terminating inwardly of the stacking surfaces.

2 . The self-reinforced masonry block of claim 1 wherein each confining reinforcement is spaced outwardly from its corresponding cell.

3 . The self-reinforced masonry block of claim 2 , wherein the at least one confining reinforcement is porous.

4 . The self-reinforced masonry block of claim 1 , 2 or 3 , wherein the main body is formed from concrete.

5 . The self-reinforced masonry block of claim 1 , 2 , 3 or 4 , wherein each confining reinforcement is tubular.

6 . The self-reinforced masonry block of claim 5 wherein each cell and each confining reinforcement is substantially circular in cross-section.

7 . The self-reinforced masonry block of claim 5 wherein each cell and each confining reinforcement is substantially square in cross-section.

8 . The self-reinforced masonry block of claim 1 , 2 , 3 , 4 , 5 , 6 or 7 , wherein each confining reinforcement comprises one of cold formed steel, hot-rolled steel, aluminum, glass, carbon fiber composites and fiber reinforced polymer.

9 . The self-reinforced masonry block of claim 1 , 2 , 3 , 4 or 5 , 6 , 7 or 8 , wherein each confining reinforcement comprises a metal sheet formed into a tube and having perforations therein.

10 . The self-reinforced masonry block of claim 1 , 2 , 3 , 4 or 5 , 6 , 7 or 8 , wherein each confining reinforcement comprises a mesh material.

11 . A method for making a self-reinforced concrete block, comprising:
placing at least one hollow confining reinforcement inside a main cavity of a block mold, inwardly of side walls of the main cavity; introducing no-slump concrete mix into the main cavity to fill the main cavity while leaving at least one cell region within the main cavity substantially devoid of concrete; the at least one confining reinforcement being positioned to surround a corresponding one of the at least one cell region; closing the mold; and vibrating the closed mold and applying compression to the no-slump concrete mix to form the concrete block.

12 . The method of claim 11 , further comprising:
placing at least one cell mold element inside the main cavity, inwardly of side walls of the main cavity; wherein the at least one cell region is defined by the at least one cell mold element; and wherein the at least one confining reinforcement being positioned to surround a corresponding one of the at least one cell region results from the at least one confining reinforcement and the at least one cell mold element being arranged so that for each confining reinforcement, a corresponding one of the at least one cell mold elements is disposed inside and inwardly spaced from that confining reinforcement.

13 . The method of claim 12 , wherein the at least one confining reinforcement is placed inside the main cavity after the at least one cell mold element is placed inside the main cavity.

14 . The method of claim 12 , wherein the at least one confining reinforcement and the at least one cell mold element are placed inside the main cavity substantially simultaneously.

15 . A wall comprising:
a plurality of self-reinforced masonry blocks; and a plurality of unreinforced masonry blocks; each of the self-reinforced masonry blocks and the unreinforced masonry blocks comprising: a main body having opposed substantially parallel stacking surfaces; the main body having at least one tubular cell defined therethrough from one of the stacking surfaces to the other stacking surface; each at least one cell having a longitudinal axis and a longitudinal length defined by the stacking surfaces; each self-reinforced masonry block further comprising: at least one hollow confining reinforcement embedded in the main body of the self-reinforced masonry block; each confining reinforcement surrounding a corresponding one of the at least one cell in the self-reinforced masonry block along the longitudinal length of that cell; and each confining reinforcement extending substantially entirely along the longitudinal length of its corresponding cell in that self-reinforced masonry block; and each confining reinforcement terminating inwardly of the stacking surfaces of that self-reinforced masonry block; the wall comprising edge portions and intermediate portions between the edge portions, wherein: both the self-reinforced masonry blocks and the unreinforced masonry blocks are arranged in a stacked configuration wherein the cells of vertically adjacent masonry blocks are in registration with one another to define vertically extending tubular cavities; wherein: the intermediate portions comprise the unreinforced masonry blocks; at least base regions of the edge portions are composed of the self-reinforced masonry blocks; and all of the outermost vertically extending tubular cavities in the edge portions are filled with grout and have a resilient reinforcement member extending vertically therethrough and embedded in the grout.

16 . The wall of claim 15 , wherein at least some of the vertically extending tubular cavities in the intermediate portions are filled with grout and have a resilient reinforcement member extending vertically therethrough and embedded in the grout.

17 . The wall of claim 15 or 16 wherein each confining reinforcement is spaced outwardly from its corresponding cell.

18 . The wall of claim 17 , wherein the at least one confining reinforcement is porous.

19 . The wall of claim 15 , 16 , 17 or 18 , wherein the self-reinforced masonry blocks and the unreinforced masonry blocks are concrete blocks.

20 . The wall of claim 15 , 16 , 17 , 18 or 19 , further comprising mortar disposed between the stacking surfaces of vertically adjacent masonry blocks.

21 . The wall of claim 15 , 16 , 17 , 18 , 19 or 20 , wherein the edge portions comprise opposed vertically extending ends of the wall.

22 . The wall of claim 21 , wherein the edge portions further comprise vertically extending portions of the wall adjacent an opening therein.

Assignees

• Univ Mcmaster

Inventors

• Toopchinezhad Hamid
• Drysdale Robert
• Tait Michael

Classifications

• E04C1/39

  characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra · CPC title

• E04B2/24 Primary

  the walls being characterised by fillings in some of the cavities forming load-bearing pillars or beams · CPC title

• B28B23/02

  wherein the elements are reinforcing members {(B28B23/0006 takes precedence)} · CPC title

• E04B2002/0256

  Special features of building elements · CPC title

• E04B2/26

  the walls being characterised by fillings in all cavities in order to form a wall construction · CPC title