Various implementations are directed to a single face building block and masonry wall assembly and methods. Each building block includes a single face shell, first and second webs extending from an interior surface of the face shell, and a pier that has a proximal surface disposed between distal ends of the webs and a distal surface that is opposite and spaced apart from the proximal surface of the pier. Interior surfaces of the webs, the proximal surface of the pier, and a portion of the interior surface of the face shell between the webs define a pocket. In addition, the building blocks may include a ledge that extends outwardly from the distal surface of the pier. This ledge forms a channel with an upper surface of the pier stacked above the block.

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.

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.

Embodiments relate to an enhanced method for building walls by primarily reducing the time for assembly. The design is for a molded multi-segment plastic composite construction block that interlocks horizontally, vertically and orthogonally with a clearance-fit, does not require mortar for structural integrity and is self-aligning. The blocks are molded out of natural-fiber reinforced thermoplastic composites with thermal expansion coefficient less than 0.0002 per degree Celsius and compression strength greater than 60 MPa.

The present invention is an assembly-type brick set. More specifically, the present invention is an assembly-type brick set which not only maximizes structural rigidity and fastening performance but is also able to, by excluding use of brittle bonding agent such as concrete mortar, prevent damage and collapse of a wall even in cases of severe shaking, such as during earthquakes.

This assembly-type brick set comprises a brick portion in which is formed at least one brick hole which penetrates a brick body vertically, and a joint which is inserted into the brick hole, wherein: the brick hole is formed in the shape of an hour glass wherein the diameter of a middle portion is smaller than a top diameter and a bottom diameter; the joint is formed so that its top portion fits into the bottom of the brick hole, and its bottom portion fits into the top of the brick hole; a plurality of brick portions is provided stacked vertically adjacent to each other; and, an assembled brick structure is achieved by inserting the joint between the adjacently stacked brick portions.

The present invention is an assembly-type brick set. More specifically, the present invention is an assembly-type brick set which not only maximizes structural rigidity and fastening performance but is also able to, by excluding use of brittle bonding agent such as concrete mortar, prevent damage and collapse of a wall even in cases of severe shaking, such as during earthquakes.

This assembly-type brick set comprises a brick portion in which is formed at least one brick hole which penetrates a brick body vertically, and a joint which is inserted into the brick hole, wherein: the brick hole is formed in the shape of an hour glass wherein the diameter of a middle portion is smaller than a top diameter and a bottom diameter; the joint is formed so that its top portion fits into the bottom of the brick hole, and its bottom portion fits into the top of the brick hole; a plurality of brick portions is provided stacked vertically adjacent to each other; and, an assembled brick structure is achieved by inserting the joint between the adjacently stacked brick portions.

A interlocking modular block system for structure assembly includes a solid prestressed concrete post having a square cross-sectional shape, a first hollow cuboid shaped block having a triangular cutout on each of its two opposing sides, a second hollow cuboid shaped block having the triangular cutouts on each of its two opposing sides, a first hollow cubic shaped block with a triangular prism shaped protrusion on each of three consecutive walls, configured to join three walls, a second hollow cubic shaped block with a triangular prism shaped protrusion on each of two opposing walls, configured to join two colinear walls, a third hollow cubic shaped block with a triangular prism shaped protrusion on one wall, configured to terminate a wall, and, a fourth hollow cubic shaped block with a triangular prism shaped protrusion on each of two consecutive walls, configured to join two perpendicular walls.

The present invention is an assembly-type brick set. More specifically, the present invention is an assembly-type brick set which not only maximizes structural rigidity and fastening performance but is also able to, by excluding use of brittle bonding agent such as concrete mortar, prevent damage and collapse of a wall even in cases of severe shaking, such as during earthquakes. This assembly-type brick set comprises a brick portion in which is formed at least one brick hole which penetrates a brick body vertically, and a joint which is inserted into the brick hole, wherein: the brick hole is formed in the shape of an hour glass wherein the diameter of a middle portion is smaller than a top diameter and a bottom diameter; the joint is formed so that its top portion fits into the bottom of the brick hole, and its bottom portion fits into the top of the brick hole; a plurality of brick portions is provided stacked vertically adjacent to each other; and, an assembled brick structure is achieved by inserting the joint between the adjacently stacked brick portions.

The present invention is an assembly-type brick set. More specifically, the present invention is an assembly-type brick set which not only maximizes structural rigidity and fastening performance but is also able to, by excluding use of brittle bonding agent such as concrete mortar, prevent damage and collapse of a wall even in cases of severe shaking, such as during earthquakes. This assembly-type brick set comprises a brick portion in which is formed at least one brick hole which penetrates a brick body vertically, and a joint which is inserted into the brick hole, wherein: the brick hole is formed in the shape of an hour glass wherein the diameter of a middle portion is smaller than a top diameter and a bottom diameter; the joint is formed so that its top portion fits into the bottom of the brick hole, and its bottom portion fits into the top of the brick hole; a plurality of brick portions is provided stacked vertically adjacent to each other; and, an assembled brick structure is achieved by inserting the joint between the adjacently stacked brick portions.

The present disclosure relates to building methods for use in automated construction including a method for use in construction of a building, the method including: (a) laying a plurality of courses of blocks onto a foundation to define: i) walls of a first storey of the building; and, ii) a plurality of hollow formwork columns; (b) inserting reinforcing structure into the hollow formwork columns; and (c) pouring concrete into the hollow formwork columns around the reinforcing structure so as to form concrete columns for supporting a slab of a second storey, wherein the blocks forming the plurality of hollow formwork columns remain part of the building structure as permanent formwork.