A building system includes a plurality of panels. Each of the panels includes a plurality of studs configured to serve as structural members and a polymeric block including a structural layer defined by the width of the studs and an offset layer. The offset layer extends in an interior direction from the structural layer. Upper and lower lengthwise notches may be included in the offset layer of the polymeric block. Non-structural elements are installed in the upper and lower lengthwise notches for use in mounting interior elements (e.g., wall cladding) to the interior side of the panels

A building system includes a plurality of panels. Each of the panels includes a plurality of studs configured to serve as structural members and a polymeric block including a structural layer defined by the width of the studs and an offset layer. The offset layer extends in an interior direction from the structural layer. Upper and lower lengthwise notches may be included in the offset layer of the polymeric block. Non-structural elements are installed in the upper and lower lengthwise notches for use in mounting interior elements (e.g., wall cladding) to the interior side of the panels

The present invention discloses a brick, comprising a brick body, which comprises at least one slot position for connecting a column, and a method for using the bricks to build dikes in water, including the following steps: (1) drilling a plurality of pile holes at water bottom; (2) casting concrete into each of the pile holes to form concrete columns; (3) stacking up a number of the bricks along the concrete columns and having them tightly connected to form a wall; (4) filling the clearances between the concrete columns and the bricks with mortar. The bricks and dike building method provided by the present invention are suitable for direct over-water dike building, the construction is fast and the dikes built are firm and stable, have superior waterproof function and can effectively prevent the impact of currents, winds and waves.

The objective of the present invention is to give a set of solution for linkage of uses of a Parallelepiped structure with block form, Artificially made of Concrete that eliminates the risk of assembly because of its rectangular parallelepiped form mixed with curvilinear, which gives a conventional prefabricated construction element, corner or finishing pieces and interlocking canal (inner joining block, inner locking, or locking element) of different densities, resistances and levels of isolation using the interlocking connection, which allows us to construct more resistant walls with faster construction, lowering the down time of construction, Parallelepiped Structure with Block form Artificially made of Concrete, comprehends of or includes the following blocks (1A), (2B) and (3C) as well as its assembly process.

As claimed in 1, block (1A), because it is characterized for containing the following elements (1), two (3), (4), (5), two (6), (7) and (4.1), (1.1), which give a peculiar and proper design.

A construction block and a wall face structure with high durability and versatility are provided. The construction block including: a front face wall and a rear face wall being parallel to each other; a top face wall with a horizontal groove formed for inserting a horizontal reinforcement; side face walls formed with at least one vertical groove for inserting a vertical reinforcement; at least one vertical hole formed between both of the side face walls and closed off by the top face wall and opened at a bottom face; a plurality of protrusions formed on the bottom face in a shape to engage with the horizontal groove; and recessed slits respectively formed in vertical direction on each side face of the front face wall and the rear face wall, is used.

A construction block and a wall face structure with high durability and versatility are provided. The construction block including: a front face wall and a rear face wall being parallel to each other; a top face wall with a horizontal groove formed for inserting a horizontal reinforcement; side face walls formed with at least one vertical groove for inserting a vertical reinforcement; at least one vertical hole formed between both of the side face walls and closed off by the top face wall and opened at a bottom face; a plurality of protrusions formed on the bottom face in a shape to engage with the horizontal groove; and recessed slits respectively formed in vertical direction on each side face of the front face wall and the rear face wall, is used.

A masonry block having chambers and cavities that form recesses in the block such that, when the blocks are laid on bond, re-bar may be inserted in horizontal and vertical directions for rectangular grid reinforcement, and the wall may be constructed without the use of mortar. The masonry block includes a stretcher block, end block, and a half-block and each block block has recesses for receiving insulation, re-bar, and/or a line pin.

A masonry block having chambers and cavities that form recesses in the block such that, when the blocks are laid on bond, re-bar may be inserted in horizontal and vertical directions for rectangular grid reinforcement, and the wall may be constructed without the use of mortar. The masonry block includes a stretcher block, end block, and a half-block and each block block has recesses for receiving insulation, re-bar, and/or a line pin.

A concrete panel system includes first, second, and third rectangular precast concrete panels, each defining a respective top edge, bottom edge, and first and second lateral edges. A first type connector is formed in the concrete material at least along the top edge of the first panel and along the first lateral edge of the first panel. A second type connector is formed in the concrete material at least along the second lateral edge of the second panel, and along the bottom edge of the third panel. The first type connector and the second type connector are configured to connect together so as to form a cavity between the respective panel edges. This cavity extends along the first lateral edge of the first panel to facilitate positioning rebar between adjacent panels.

A modular building system is provided which includes modular wall sections. Each wall section has a concrete support column reinforced within by metal rods and at least two wall panels which are formed of concrete. Spline panels are attached to the wall panels at one or both ends of each wall section to connect the wall section to an adjacent wall section. The spline panels are formed of concrete and have a width less than half a width of any of the wall panels. The spline panels are positioned so that a portion thereof extends further in a longitudinal direction of the wall section than the respective wall panels to which the spline panels are joined, so that the spline panels cover joints between wall panels of adjacent wall sections when the adjacent wall sections are connected.