Controlled internal atmosphere systems and methods are disclosed, including a system comprising a cell having a top, a bottom, and wall(s) extending between the top and bottom defining an enclosed area inside the cell; the top and wall comprising a first layer having embedded energy-transfer tubing, a sealant layer outside the first layer, an aerated substrate layer outside the sealant layer, and an impermeable layer outside the substrate layer; a heating/cooling unit connectable to the tubing to control the temperature of the first layer and thereby control the temperature of an atmosphere of the enclosed area inside the cell; sensor(s) within the enclosed area; and a computer configured to receive input from the sensor(s) indicative of the condition of the enclosed area atmosphere, to receive input regarding environmental conditions outside of the cell, and to control operation of the heating/cooling unit based on the received input and predicted effects.

The panel-modular layered wall system for shaping spatial structures is characterised by the fact that: the arrangement of horizontal layers configured by means of joined sideways panels of various shapes, filled with the substrate, whose surfaces are planted with plants according to the principle of bipolarity, preferably using transparent or opaque panels, which are mounted on cantilevers with a variable supporting angle, always forms the horizontal arrangement of panels, placed a maximum of three (when with plants and more when without) on the flat or bent frame of the module in the shape of a rhombus, a rectangle and a trapezium made of a closed profile with a rectangular cross-section, where the frames of modules joined together along the perimeter by means of couplers form the vertical load-bearing frame, sloping load-bearing frame, arched-barrel load-bearing frame, spherical load-bearing frame, cylindrical load-bearing frame and sloping cylindrical load-bearing frame, which, together with the use of silos filled with the substrate, joining individual panels and layers, forms self-supporting layered wall structures in six variants, which can be configured with each other.

The panel-modular layered wall system for shaping spatial structures is characterised by the fact that: the arrangement of horizontal layers configured by means of joined sideways panels of various shapes, filled with the substrate, whose surfaces are planted with plants according to the principle of bipolarity, preferably using transparent or opaque panels, which are mounted on cantilevers with a variable supporting angle, always forms the horizontal arrangement of panels, placed a maximum of three (when with plants and more when without) on the flat or bent frame of the module in the shape of a rhombus, a rectangle and a trapezium made of a closed profile with a rectangular cross-section, where the frames of modules joined together along the perimeter by means of couplers form the vertical load-bearing frame, sloping load-bearing frame, arched-barrel load-bearing frame, spherical load-bearing frame, cylindrical load-bearing frame and sloping cylindrical load-bearing frame, which, together with the use of silos filled with the substrate, joining individual panels and layers, forms self-supporting layered wall structures in six variants, which can be configured with each other.

Vacuum tube railway system comprising a vacuum tube mounted on a ground support, a magnetic levitation railway track mounted inside a wall forming the vacuum tube for guiding a magnetic levitation railway vehicle, the vacuum tube assembled in sections along the ground support, at least some of a plurality of sections of vacuum tube being coupled together by a dilatation joint configured for hermetically sealing a dilatation gap between said sections of tube. The dilatation joint comprises at least first and second support plates mounted on an outer surface of the tube wall, a first support plate fixed to a first section of vacuum tube and a second support plate being fixed to a second section of vacuum tube, the support plates extending longitudinally over the dilatation gap over a length (L1) greater than a maximum dilatation gap (G).

A double-shelled load-bearing structure module of any geometric shape, is formed from top and bottom secondary shell elements. A double-shelled load-bearing structure in the form of a primary shell structure is joined with the module, made of individual assembled load-bearing structure modules of this kind having statically necessary filling rods. The secondary shell elements have, in each corner, a connection pocket, which is open at the top or bottom or is open at the top and bottom, of appropriate size for connecting a plurality of load-bearing structure modules. The connection pocket, at least on the outside, on the outer vertical surfaces of the secondary shell elements, is delimited by preferably metal profiles or metal sheet. Connection tabs can also be disposed in each corner instead of connection pockets. The connection tabs are formed from angular surfaces, preferably metal sheet, protruding towards the intermediate space between the secondary shell elements.

A double-shelled load-bearing structure module of any geometric shape, is formed from top and bottom secondary shell elements. A double-shelled load-bearing structure in the form of a primary shell structure is joined with the module, made of individual assembled load-bearing structure modules of this kind having statically necessary filling rods. The secondary shell elements have, in each corner, a connection pocket, which is open at the top or bottom or is open at the top and bottom, of appropriate size for connecting a plurality of load-bearing structure modules. The connection pocket, at least on the outside, on the outer vertical surfaces of the secondary shell elements, is delimited by preferably metal profiles or metal sheet. Connection tabs can also be disposed in each corner instead of connection pockets. The connection tabs are formed from angular surfaces, preferably metal sheet, protruding towards the intermediate space between the secondary shell elements.

A frame for retaining one or more masonry slips is provided. The one or more masonry slips each have at least two slots formed on at least two sides thereof. The frame includes a supporting structure including a back plate, and is configured to house two or more masonry slips, and two or more face rails positioned on the back plate of the supporting structure. Each face rail is configured to house at least one masonry sup, and includes a projection directed away from the back plate of the supporting structure, and a retaining element positioned at the end of the projection so that the retaining element is approximately parallel to the back plate of the supporting structure, and the retaining element is configured to be positioned within one of the two slots formed on the sides of the masonry slip.

A chemical storage tank assembly for storing sulfuric compounds includes a plurality of bricks that is each comprised of basalt. In this way each of the bricks can resist ingress of sulfuric compounds into the bricks. The plurality of bricks are arranged to define a floor, a plurality of walls and a roof of a storage tank to contain sulfuric compounds. A grout is positioned between each of the bricks for binding the bricks together to define the storage tank. Additionally, the grout is comprised of calcium silicate to resist the ingress of sulfuric compounds into the grout.

An arch building structure includes a plurality of structural arch assemblies, a plurality of purlins, and a plurality of flat roofing sections. The plurality of structural arch assemblies is positioned parallel and offset from each other upon the length of the building. The plurality of purlins is positioned perpendicular to the plurality of structural arch assemblies and radially positioned on the vertexes of the plurality of structural arch assemblies to further strengthen the building. Each of the plurality of flat roofing sections is mounted across a corresponding pair of adjacent purlins from the plurality of purlins so that the building roof can be completed.

Modular shelter systems are described herein. In one aspect, the modular shelter system includes an endcap positioned at a first end of the modular shelter system. The endcap includes a first support arch; and an endcap frame. The modular shelter system also includes a second support arch positioned at a second end of the modular shelter system. The modular shelter system also includes at least one section assembly disposed between the first support arch and the second support arch. The section assembly includes a plurality of purlins oriented along a longitudinal axis of the modular shelter system.