A wall construction system including plurality of interlocking concrete blocks. The interlocking blocks include one or more stretcher blocks, corner blocks, and half blocks. The blocks include top and end shear lugs and bottom and end grooves. The bottom grooves accommodate the top shear lugs of blocks in a lower course of stacked blocks. Corner blocks provide a means for creating a corner and turning the direction of a course of blocks by 90 degrees. The interlocking features of the blocks enable dry-stacking in successive courses to construct a wall or multi-wall structure. When stacked end to end in successive rows, the top and end shear lugs of each interlocking block engage complimentary grooves in the underlying, overlying, and adjacent blocks thereby enabling the blocks to rapidly self-align vertically and lock together as they are stacked. The resulting dry-stacked structure exhibits a high lateral resistance to overpressures or transverse loads.

In accordance with one aspect, a wall construction system includes a plurality of blocks configured to interfit in multiple courses with aligned interior voids being defined by the blocks. At least one shim is disposed between two of the plurality of blocks, wherein each shim includes a main body having a curved surface including a portion having a non-constant radius of curvature. In addition, a cementitious material is disposed in the aligned interior voids.

A block is disclosed that includes a top surface, a bottom surface, a pair of sidewalls, and a pair of endwalls. The block also includes a projection that protrudes beyond the top surface along a first axis and is symmetrical along a second axis and a third axis. The block also includes a recess that extends into the bottom surface along the first axis and is symmetrical along the second axis and the third axis. The block also includes a pair of trenches including a first trench and a second trench that are respectively defined by a recess extending into an endwall of the pair of endwalls. The pair of trenches both run along the first axis from a surface of the projection to a surface of the recess, and a first width of the first trench overlaps with a second width of the second trench along the third axis.

A building system used for constructing a building is disclosed in the present invention. The building system includes: a first block, a corner block and a connection block interlocking with each other for constructing the building; wherein, dimensional relations between the first block, the corner block and the connection block satisfying the following conditions: Lco=L+W; Wco=L+W; Lci=L; Wci=L; Lcb=L; Wcb=W; Wherein, is a length of the first block; W is a width of the first block; Lco is an outer length of the corner block; Wco is an outer width of the corner block; Lci is an inner length of the corner block; Wci is an inner width of the corner block; Lcb is a length of the connection block; Wcb is a width of the connection block.

A construction module for constructing a structure, including an elongate member having a substantially L-shaped cross-section provided with connecting portions arranged to detachably attach with connecting portions on second and further construction modules, to form structure. A temporary structure can be formed from two or more of the construction modules. The structure may be temporary, semi-permanent or permanent.

A module for realizing modular building structures comprises a bearing block having pairs of flat faces with complementary shaped joints for coupling with further similar modules arranged in side by side position, means for anchoring the bearing block to bearing blocks of side-by-side modules for realizing the building structure. The anchoring means comprise one pair of passages mutually perpendicular and staggered along a first transverse direction, the passages extending in the block from respective flat faces. The anchoring means also comprise reinforcing bars adapted to be inserted in a pair of consecutive passages belonging to two mutually side-by-side modules to define a reinforcement meshed armor. Each bar has ends associated with male and female connecting elements for coupling with facing ends of contiguous bars belonging to a side-by-side module.

A block for decorating an outer wall or an inner wall in construction work and a construction method for bricklaying work, and more particularly, to a wall structure using blocks and frames each having a wedge-shaped coupling part formed therein and a method of constructing a wall using the same, wherein frames, which are integrally formed with beams, slabs, and pillars of a building to serve as a frame structure, are fixed and mounted, an isosceles triangular wedge-shaped concave groove or protrusion is formed on inner surfaces of the mounted frames, and blocks and intermediate blocks, in which an isosceles triangular wedge-shaped concave groove or protrusion is formed, are laid on the frames, thereby solving a disadvantage of bricklaying work in that it is vulnerable to horizontal vibration and improving seismic performance.

A block for decorating an outer wall or an inner wall in construction work and a construction method for bricklaying work, and more particularly, to a wall structure using blocks and frames each having a wedge-shaped coupling part formed therein and a method of constructing a wall using the same, wherein frames, which are integrally formed with beams, slabs, and pillars of a building to serve as a frame structure, are fixed and mounted, an isosceles triangular wedge-shaped concave groove or protrusion is formed on inner surfaces of the mounted frames, and blocks and intermediate blocks, in which an isosceles triangular wedge-shaped concave groove or protrusion is formed, are laid on the frames, thereby solving a disadvantage of bricklaying work in that it is vulnerable to horizontal vibration and improving seismic performance.

In accordance with one aspect, a wall construction system includes a plurality of blocks configured to interfit in multiple courses with aligned interior voids being defined by the blocks. At least one shim is disposed between two of the plurality of blocks, wherein each shim includes a main body having a curved surface including a portion having a non-constant radius of curvature. A cementitious material disposed in the aligned interior voids

Precast blocks with a rectangular or quadrangular prism shape contain a normal weight hydraulic concrete casing, lightweight concrete or similar material, for building walls or slabs. The steel-reinforced blocks for walls, mezzanine or rooftop slabs have the length of the wall or slab to build. An acoustic, thermal-insulating lightweight material housed in the interior simultaneous provides for blocks sufficiently lightweight to transport and install manually on-site. For walls, the blocks are tongued and grooved on the top and bottom sides and placed horizontally one on top of the other using block or similar adhesive therebetween. In the corners or T intersections, blocks are alternatively placed and form armed headframes for stability and resistance. For blocks for slabs, the tongue and groove system is on the sides, installed one beside the other, using block or similar adhesive therebetween. Transversal rods to the slab are placed to avoid temperature retraction.