E04B2/02

Interlock panel, panel assembly, and method for shipping

A panel comprised of at least one connector that facilitates connection with an adjacent panel. An exemplary embodiment of a panel may be comprised of a female connector and a male connector such that the male connector may be inserted in a female connector of an adjacent, substantially similar panel. The female connector may include a ridge, and the male connector may include a flange. An exemplary embodiment of a panel assembly may be formed when a male connector of one panel is inserted in a female connector of another panel such that the flange of the male connector slides over the ridge of the female connector to interlock the panels.

Methods of utilizing coal combustion residuals and structures constructed using such coal combustion residuals

A process of fabricating a static structure including an interior volume that includes the steps of mixing coal combustible residual (CCR) with structural reinforcing materials to form a construction material and utilizing the construction material to fabricate exterior enclosure-forming components of the static structure. The enclosure-forming components are sufficiently reinforced, enhanced and/or thick to provide protection against exterior forces directed against the structure.

CONCRETE WALL STABILIZING APPARATUS AND METHOD
20170247881 · 2017-08-31 ·

Concrete wall supports that reduce or eliminate wall movement due to exterior horizontal forces. One support is a bracket mounted to a floor joist with a plate extending below the top of the wall and two legs extending from the plate and attaching to the joist. One leg is above the concrete wall on one horizontal side of the plate, and the other leg is on the opposite side of the plate. Another support has a plate that extends below the top of the wall with two legs on opposite sides of the joist above the wall. A leg attaches to the lower edge of the joist. A support against shear forces includes a highly water permeable aggregate composite disposed in the voids of the wall, with a supportive strip that is enclosed in the aggregate composite and extends out of the voids to the face of the wall.

CONCRETE WALL STABILIZING APPARATUS AND METHOD
20170247881 · 2017-08-31 ·

Concrete wall supports that reduce or eliminate wall movement due to exterior horizontal forces. One support is a bracket mounted to a floor joist with a plate extending below the top of the wall and two legs extending from the plate and attaching to the joist. One leg is above the concrete wall on one horizontal side of the plate, and the other leg is on the opposite side of the plate. Another support has a plate that extends below the top of the wall with two legs on opposite sides of the joist above the wall. A leg attaches to the lower edge of the joist. A support against shear forces includes a highly water permeable aggregate composite disposed in the voids of the wall, with a supportive strip that is enclosed in the aggregate composite and extends out of the voids to the face of the wall.

Irregular tessellated building units

A structural wall unit system includes a plurality of wall units having at least one face being a rotational tessellation. The face has at least two irregular sides extending therefrom. Each side of the wall units have at least one spacer or connector configured to engage other wall units. The structural wall unit system also includes a plurality of starter course units, where each starter course unit has a portion of a primary rotational tessellation element having at least one irregularly shaped side that is an image of the first side or the third side. Each irregularly shaped side of the starter course units have at least one spacer or connector configured to engage the wall units, and the starter course units have at least one straight side. The starter course units and the wall units are configured for assembly as a structural wall having a natural, random appearance.

Irregular tessellated building units

A structural wall unit system includes a plurality of wall units having at least one face being a rotational tessellation. The face has at least two irregular sides extending therefrom. Each side of the wall units have at least one spacer or connector configured to engage other wall units. The structural wall unit system also includes a plurality of starter course units, where each starter course unit has a portion of a primary rotational tessellation element having at least one irregularly shaped side that is an image of the first side or the third side. Each irregularly shaped side of the starter course units have at least one spacer or connector configured to engage the wall units, and the starter course units have at least one straight side. The starter course units and the wall units are configured for assembly as a structural wall having a natural, random appearance.

Free-standing wall arrangement and methods

A free-standing wall includes concrete base blocks adjacent to each other forming a base course; a first set of concrete wall blocks stacked on the base course and on each other to form a first wall face; and a second set of concrete wall blocks stacked on the base course and on each other to form a second wall face that faces the opposite direction from the first wall face and that has the same number of courses as the first plurality of wall blocks. Methods of constructing the wall arrangement include laying the base blocks next to each other end to end; stacking individual blocks of a first set of blocks on the base course and then on each other to form a first wall face; stacking individual blocks of the second set of blocks on the base course and then on each other to form a second wall face that faces a direction opposite of the first wall face.

A MASONRY REINFORCEMENT STRUCTURE COMPRISING PARALLEL ASSEMBLIES OF GROUPED METAL FILAMENTS AND A POLYMER COATING

The invention relates to a masonry reinforcement structure (100) comprising at least two assemblies (102) of grouped metal filaments, at least one positioning element (104) for positioning the assemblies (102) of grouped metal filaments in a predetermined position and a polymer coating (110) for securing the assemblies (102) of grouped metal filaments in this predetermined position. The invention also relates to a method of manufacturing such masonry reinforcement structure (100) and to a roll comprising such a masonry reinforcement structure(100). The invention further relates to masonry reinforced with such masonry reinforcement structure (100) and to a method to apply such masonry reinforcement structure(100).

DWELLING WALL PROVIDED WITH VACUUM HEAT-INSULATING MATERIAL AND VACUUM HEAT-INSULATING MATERIAL
20170234005 · 2017-08-17 ·

A dwelling wall includes: a vacuum heat-insulating material including an outer cover material, and an inner member which is sealed in a tightly closed and decompressed state on the inside of the outer cover material; and a wall material. In addition, the vacuum heat-insulating material is disposed on a rear surface side of the wall material, and the inner member is configured of a material which does not generate hydrogen in a case of coming into contact with moisture of liquid. According to the configuration, even in a case where the vacuum heat-insulating material used in the dwelling wall is ruptured and water of liquid comes into contact with the inner member, it is possible to realize excellent stability of the dwelling wall.

DWELLING WALL PROVIDED WITH VACUUM HEAT-INSULATING MATERIAL AND VACUUM HEAT-INSULATING MATERIAL
20170234005 · 2017-08-17 ·

A dwelling wall includes: a vacuum heat-insulating material including an outer cover material, and an inner member which is sealed in a tightly closed and decompressed state on the inside of the outer cover material; and a wall material. In addition, the vacuum heat-insulating material is disposed on a rear surface side of the wall material, and the inner member is configured of a material which does not generate hydrogen in a case of coming into contact with moisture of liquid. According to the configuration, even in a case where the vacuum heat-insulating material used in the dwelling wall is ruptured and water of liquid comes into contact with the inner member, it is possible to realize excellent stability of the dwelling wall.