A structure has a plurality of modules of cementitious material; a first module exhibiting a reciprocal coupling surface and hooking portions defining at least one cavity, a second module exhibiting a respective reciprocal coupling surface—countershaped and in contact with the reciprocal coupling surface of the first module—and a hooking portion defining at least one cavity extending along at least partially the stratification direction; a connecting element engaged, on one side, inside the cavity of the hooking portion of the first module and, on the other side, inside the cavity of the hooking portion of the second module. The connecting element is configured for stably constraining the first and second modules and holding these latter in contact with each other. Further, a process makes a structure of reinforced cementitious material.

A dry-stack masonry wall supported on hollow piles includes a wall having a plurality of stacked rows of masonry blocks that form a hollow interior grid of horizontal and vertical channels. The wall is supported on piles having hollow interiors, each of which is in communication with one of the vertical channels of the wall. Hardened grout filling the grid of the wall and the interiors of the piles monolithically binds the blocks into a wall which is bonded to and supported by the piles.

A beam and bolting construction method and an example dwelling (10) according to the method are provided. The method involves preliminary steps of selecting a site and determining a bolt array (19) and selection of dimensions and materials. Actual construction steps include forming a foundation slab (14) having vertical bolts (18) embedded therein in accordance with the bolt array (19). Alternating layers of beams (B), having aligned bolt bores (52) for receiving the bolts, are successively laid down over the bolts (18), with sides meeting at corners (29) with alternating sides encompassing the corner bolt. Once a desired height is achieved, washers (72) and nuts (78) are placed on the bolts and are tightened to desired pressure levels. The dwelling (10) is formed with beams (42) compressed together by threaded bolts (18) in a bolt array (19).

A modular system for dry building of structures includes a plurality of modular elements having a generally planar upper or lower wall and a plurality of side faces substantially perpendicular thereto, and further having a first end edge at the upper or lower wall and a second edge opposed thereto. Anchoring members couple the modular elements so that the planar walls cooperate to define a first plane generally parallel to or coinciding with the main development plane of the structure to be built, with each of the side faces interacting with each other. The second edges of the side faces cooperate to define a second plane generally parallel and opposed to the first plane. The anchoring members include first anchoring members that act in correspondence with the second plane to effectively counteract the tensile stresses developing in the structure due to a load acting on the first plane.

The present invention relates to a constructive assembly for building walls which allow forming wall coverings. Examples of coverings that can be formed with the present invention are façades, party walls and partition walls. The constructive assembly is characterized by being formed by a plurality of cables intended for being arranged under stress in the vertical position, and a plurality of blocks having coupling means for coupling them to cables such that integral joining is assured, forming the wall. Walls thus formed do not require the use of mortar or the need to be built by skilled labor, making it possible to build reformed or new exposed wall faces more easily and in a cleaner and faster manner and, in the case of thin material (tiles), with the certainty that such material will not become detached.

A closed wall hold down system is provided including at least one closed wall panel, at least one first tie rod, at least one second tie rod, at least one coupler nut, and at least one ratcheting take-up device. The at least one closed wall panel includes a bottom plate and a top plate. The at least one first tie rod projects through the bottom plate. The at least one coupler nut is coupled to the at least one first tie rod and to a first end of the at least one second tie rod. A second end of the at least one second tie rod extends through the top plate. The at least one ratcheting take-up device engages the second end of the at least one second tie rod. A method of installing the closed wall hold down system is also provided.

Beam segments made of a somewhat compressible material may be arranged with the top surface of each beam segment substantially in contact with the bottom surface of a next beam segment between a first beam segment and a last beam segment. A plurality of bolt bores extends between the top and bottom surfaces of each of the beam segments in substantial alignment through each of the beam segments. The bolt bores are spaced apart to receive corresponding bolt segments and tightening fasteners compressed between the first beam segment and the last beam segment. The beam segments may be compressed to form a combined beam structure that forms a building structure unit. The combined beam structure may be joined with other combined beam structures to form walls and floors for a building structure.

A new civil infrastructure construction scheme is provided that is capable of meeting various objectives, including reducing climate change, addressing labor shortage issues, and enhancing construction productivity. Methods of forming load-bearing structures include placing a first reusable load-bearing element adjacent to a second reusable load-bearing element. The first reusable load-bearing element is fixed with respect to the second reusable load-bearing element without any adhesive or mortar. The first reusable load-bearing element and the second reusable load-bearing element respectively have a compressive strength of greater than or equal to about 25 MPa. The first and second reusable load-bearing elements optionally may be formed by additive manufacturing with a printable cementitious composition, such as an engineered cementitious composite.

A dry-stack masonry wall supported on hollow piles includes a wall having a plurality of stacked rows of masonry blocks that form a hollow interior grid of horizontal and vertical channels. The wall is supported on piles having hollow interiors, each of which is in communication with one of the vertical channels of the wall. Hardened grout filling the grid of the wall and the interiors of the piles monolithically binds the blocks into a wall which is bonded to and supported by the piles.

A modular system for dry building of structures includes a plurality of modular elements having a generally planar upper or lower wall and a plurality of side faces substantially perpendicular thereto, and further having a first end edge at the upper or lower wall and a second edge opposed thereto. Anchoring members couple the modular elements so that the planar walls cooperate to define a first plane generally parallel to or coinciding with the main development plane of the structure to be built, with each of the side faces interacting with each other. The second edges of the side faces cooperate to define a second plane generally parallel and opposed to the first plane. The anchoring members include first anchoring members that act in correspondence with the second plane to effectively counteract the tensile stresses developing in the structure due to a load acting on the first plane.