Mortarless interlocking concrete block system
Abstract
A mortarless interlocking concrete masonry unit system includes concrete blocks comprising field blocks, corner blocks, end blocks, and intersecting blocks. Each block includes an interlocking geometry with protruding portions and recess portions configured to engage with adjacent blocks through approximately fifty percent overlap connections. The interlocking geometry enables mechanical bonding in longitudinal, lateral, vertical, and transverse orientations without requiring mortar joints. The system creates structural assemblies through self-aligning connections that resist shear forces while eliminating the need for skilled masonry labor. Central cavities in each block accommodate utility installations and reinforcement materials. The corner blocks provide ninety-degree connections, end blocks enable wall terminations with finished surfaces, and intersecting blocks enable perpendicular wall additions at any location. The lightweight concrete blocks are approximately fifty percent lighter than conventional masonry units while maintaining equivalent structural performance for walls, partitions, foundations, and load-bearing structures.
Claims
exact text as granted — not AI-modifiedI/We claim:
1 . A mortarless interlocking concrete masonry unit (CMU) system comprising:
a plurality of concrete blocks including at least a field block, a corner block, an end block, and an intersecting block; each block of the plurality of concrete blocks comprising an interlocking geometry comprising one or more protruding portions and one or more recess portions, wherein at least one protruding portion is configured to engage with at least one recess portion of an adjacent block; wherein the interlocking geometry of each block of the plurality of concrete blocks permits connection in at least one of longitudinal, lateral, vertical, or transverse orientations to form a structural assembly; and wherein the structural assembly is configured to be constructed without mortar.
2 . The system of claim 1 , wherein at least one protruding portion of each block of the plurality of concrete blocks is configured to engage with at least one recess portion of an adjacent block, wherein the engagement covers approximately fifty percent of a block face.
3 . The system of claim 1 , wherein the interlocking geometry of each block of the plurality of concrete blocks is configured to enable simultaneous engagement with multiple adjacent blocks in different orientations.
4 . The system of claim 1 , wherein at least one protruding portion is configured to extend across a mid-section of the block face and at least one recess portion is configured to receive at least one protruding portion of an adjacent block.
5 . The system of claim 1 , wherein the interlocking geometry of each block of the plurality of concrete blocks is configured to self-align during stacking to maintain a consistent course height and lateral alignment without external guides.
6 . The system of claim 1 , wherein the interlocking geometry of each block of the plurality of concrete blocks is configured to resist shear forces applied along at least one of a vertical, lateral, or longitudinal axis.
7 . The system of claim 1 , wherein the plurality of concrete blocks are configured to be repeatedly assembled and disassembled without degradation of the interlocking geometry.
8 . The system of claim 1 , wherein each block of the plurality of concrete blocks is formed of lightweight concrete composite.
9 . The system of claim 1 , wherein the structural assembly is configured for use in at least one of a wall, partition, foundation, retaining wall, load-bearing structure, or freestanding enclosure.
10 . A concrete block comprising:
a block body; an interlocking geometry formed on the block body, the interlocking geometry comprising one or more protruding portions and one or more recess portions, wherein at least one protruding portion of the one or more protruding portions is configured to engage with at least one recess portion of an adjacent block; and wherein the interlocking geometry is configured to permit connection in at least one of longitudinal, lateral, vertical, or transverse orientations.
11 . The block of claim 10 , wherein the engagement between at least one protruding portion and at least one recess portion covers approximately fifty percent of a block face.
12 . The block of claim 10 , wherein the block is a field block having interlocking geometries disposed on opposing faces of the block body.
13 . The block of claim 10 , wherein the block is a corner block having interlocking geometries disposed on perpendicular faces of the block body.
14 . The block of claim 10 , wherein the block is an intersecting block configured to engage with at least three adjacent blocks.
15 . The block of claim 10 , wherein the block is an end block having one finished exterior surface and one interlocking surface.
16 . The block of claim 10 , wherein the block body further comprises a central cavity extending longitudinally through the block, wherein the central cavity is configured to receive pipes, electrical conduits, or structural reinforcement elements.
17 . A method of constructing a mortarless wall, comprising:
providing a plurality of concrete blocks, each of the plurality of concrete blocks comprising an interlocking geometry comprising one or more protruding portions and one or more recess portions, wherein at least one protruding portion is configured to engage with at least one recess portion of an adjacent block; aligning a first block of the plurality of concrete blocks with a second block of the plurality of concrete blocks such that at least one protruding portion of the first block engages with at least one recess portion of the second block; repeating the alignment with additional blocks including at least a corner block, an end block, and an intersecting block; and forming a structural wall assembly without a use of mortar.
18 . The method of claim 17 , wherein engaging comprises covering approximately fifty percent of a block face with at least one protruding portion of an adjacent block.
19 . The method of claim 17 , wherein aligning the plurality of concrete blocks comprises self-alignment through the interlocking geometry to maintain a consistent course height and lateral alignment without external guides.
20 . The method of claim 17 , further comprising constructing the structural wall assembly to form at least one of a wall, partition, foundation, retaining wall, load-bearing structure, or freestanding enclosure.Join the waitlist — get patent alerts
Track US2026055603A1 — get alerts on status changes and closely related new filings.
We store only your email — no account needed. See our privacy policy.