Abstract: The present invention provides a three-dimensional view-based fabricated building display method and system. In particular, a three-dimensional model is loaded, the three-dimensional model is rendered by a first rendering mode to obtain an average frame rate of automatic rotation. In a case that the average frame rate is less than a first threshold, the three-dimensional model is divided into two layers. the first layer is a model primitive layer, and the second layer is a reference primitive and view proprietary primitive layer. The first layer is rendered by the first rendering mode, and the second layer is rendered by a second rendering mode. In a case that the average frame rate is greater than a second threshold, the three-dimensional model is rendered by a third rendering mode.

Abstract: A protective enclosure for equipment located outside, such as, for example pipeline and wellhead valves, dewatering pumps, etc. includes a wall frame assembly constructed of a plurality of vertical frame members that are connected together at their tops and bottoms by a plurality of angle-iron members. Wall assemblies comprising insulated wall panels that are connected in a side-by-side relation by tongue-and-grove couplings are attached to the wall frame with the bottoms thereof supported on angle-iron members that connect the bottoms of the vertical frame members. A roof assembly can be attached to the wall frame in a stationary fashion or in a movable fashion to allow the roof to open, permitting access into the enclosure for servicing equipment housed therein. The enclosure has other features as described in the specification in further detail.

Abstract: A protective enclosure for equipment located outside, such as, for example pipeline and wellhead valves, includes a plurality of modular panels that are releasably connectable to form the enclosure into a configuration necessary to enclose and protect the equipment from the weather. The modular panels are metal structural panels having a rigid foam core to provide a desired level of insulation rating to the enclosure. In embodiments, the modular panels are configured to be assembled into one or more of a roof assembly, a gable assembly, and one or more sidewall assemblies. Assembly securing members attach the various modular panels together in a manner so as to prevent separation in a plurality of directions.

Abstract: A tornado shelter and having a reinforced monolithic construction resulting from a single pour of concrete is described herein. Rebar extends upwardly from a base. The rebar is encased in concrete that forms the walls of the shelter. An upper portion of the rebar extend above a top surface of each of the walls. The upper portion of each of said rods are bent inwards and are also encased in the single pour of concrete for strengthening a ceiling portion of the shelter. A door, in-wall conduits, vent orifices and attached benches may also be provided.

Abstract: A roof for a building comprises a ridge beam for defining an upper edge of the roof, and a first eaves beam for defining a lower edge of the roof. The roof further comprises a first panel connectable to both the ridge beam and the eaves beam, being capable of spanning the distance therebetween and extending over at least a first portion of the area of the roof. In addition, the roof comprises one or more retention structures positionable relative to the first panel and one of said beams and configured to clamp said panel against the other of said beams.

Abstract: 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.

Abstract: A building having a foundation and abutting wall panels seated on the foundation. Together they define at least one wall section, tied together by orthogonal tensioners. The tensioners include vertical tensioners located parallel and between adjacent wall panels and fixed to the foundation and at a respective anchor positioned at the top of the adjacent wall panel. These vertical tensioners allow a binding of the adjacent wall panel by said vertical tensioner onto the seat of the foundation. The tensioners also a horizontal tensioner extending between said anchors at each end of the wall section to allow a horizontal binding of wall panels of the wall section together.

Abstract: A skylight system including a support frame and an apex patch fitting that together support a plurality of glass pieces joined together in a selectable shape. The support frame includes a sill and a setting chair that are arranged to support the base portions of the glass pieces. The apex patch fitting may be of selectable shape and includes an upper and lower member to retain the peaks or corners of the glass therebetween. The apex patch fitting includes one or more positioning keys to align and secure the glass pieces. A method of making the skylights includes the use of an apex retainer tool to maintain the apex patch fitting in a fixed position while placing glass pieces on it. Multiple apex patch fittings can be used for a skylight, including a skylight that is ridge shaped or hipped ridge shape.

Abstract: A tie bolt assembly for a log building has a coil spring that applies a continuous compressive load to force the logs together. Subsequent expansion or separation of the logs is prevented by a ratchet mechanism acting between the tie bolt and log.

Abstract: A building having metal roof center sections with integral roof panel folded flanges and when connected together the folded flanges form metal rafter with an I-beam configuration. The building having at least one metal roof end section with an integral folded flange that when fastened to a main roof folded flange, forms a rafter with the I-beam configuration. The building having a plurality of one piece metal wall central panels each having a pair of integral wall panel folded flanges extending down opposite sides of the one piece metal wall central panel, and when joined together, form a metal wall panel stud, and a plurality of one piece metal corner panels having integral corner panel folded flanges that form a metal stud when connected to another folded flange, form a skid mountable building.

Abstract: A roof structure may be made with one or more sandwich panels having a round corner and installed with a drainage slope (e.g., 5-10 degree) to facilitate removal of liquid (e.g., water, rain, snow, sleet, etc.) from the roof structure. The round corner may have any desired curvature and/or angle for establishing a drainage area. A bonding material may be used to secure and/or seal the underlying interface of the round corner. The roof structure may be secured to an exterior wall by the bonding material.

Abstract: A concrete roof panel for constructing a peaked concrete roof on a building has a first planar member coupled to a second planar member at an angle other than 180 degrees. The roof panel includes at least one rib member coupled to the inside surface of the roof panel. The roof panel includes a flattened attachment portion at either end thereof for connecting the roof panel to a side wall of a building.

Abstract: A system and method for installing a roofing system on a structure, said system comprising: means for installing a plurality of cementitious roof panels adjacent to one another to produce a roof surface having a plurality of substantially vertical oriented seams; means for placing a cementitious seam insert in each seam and attaching each said seam insert to the adjacent cementitious roof panels; and means for coating said cementitious roof panels and said cementitious seam inserts with a coating.

Abstract: A roof panel, roof or structure comprising a roof panel body having an edge comprising a fascia water deflection system, said fascia water deflection system comprising a chamfer having at least one sharply angled ridge. In some embodiments, said roof panel body is provided with a trough adjacent to said edge, so that when said roof panel body is installed on a structure, said trough runs at a downward angle and water entering said trough flows by force of gravity through said trough. In other embodiments, the roof panel body is coated with a waterproof roofing material.

Abstract: The invention concerns the field of a lightweight building structure produced by using a mortar containing foamed polystyrene and cement and a method for the production thereof. It includes at least one layer of prefabricated foam concrete panel affixed to a reinforcing frame structure wherein interspaces between elements of the reinforcing frame structure are at least partially filled with a mortar providing a first surface contacting the foam concrete panel. The mortar includes granules of 0.5-10 mm size produced by grinding a pressed foamed concrete that has been allowed to mature, 50-200 kg of unbound, anhydrous cement, and 150-300 liters of water added before application per one cubic meter of ground material, respectively.

Abstract: Roof load supports support e.g. skylights and/or smoke vents, optionally including two or more closures in end-to-end relationship, from ribs of a metal roof. Where skylights are end-to-end over an aperture, mating strips support the skylights between upper and lower ends of the support structure. Supports of the invention are mounted above the water line whereby the number of water leaks about the mounting structure is greatly reduced. Water leakage is further reduced by re-designing the upper diverter and the lower closure, and providing for a second installation step. Condensation is further reduced by lifting the insulation inside the building to cover the sides of the closure support structure and providing a no-fastener securement of the insulation at an upper location in the closure support structure, and by providing thermally insulating materials as barriers to penetrating portions of fasteners, penetrating from outside the climate controlled building envelope.

Abstract: This invention provides support structures on roofs. Such support structure can be used to support a roof load, or a closure structure which closes an aperture in the roof, thus to provide access to the interior of a building through an aperture in the roof. The support structure can support a skylight to provide natural day-lighting, or a smoke vent, or a variety of other loads optionally relating to matter or energy communication between the inside and outside of the building. The support structure includes rails adapted to be supported by adjacent rib elevations on opposite sides of a flat of a roof panel, elevated above the water line of the panel flat. Where the support structure surrounds an aperture, a diverter seals a cut away portion of the rib structure and diverts water through the rib structure and laterally away from the rail and closure structure.

Abstract: The invention provides an environment-accessing structure for providing environmental access to the interior of a building through an aperture in the roof. The environment-accessing structure can provide natural day-lighting by use of a skylight lens as the closure member, or a smoke vent which can be opened and closed. Such smoke vent can be transparent or translucent to natural sunlight, or can be opaque. Such environment-accessing structure is installed in an aperture in a metal roof. The system limits opportunity for water leakage from the outside environment. The environment-accessing structure includes a rail and closure structure adapted to be supported by adjacent rib elevations of adjacent roof panels, a closure panel adapted to be supported on the rail and closure structure, and a diverter which seals a cut away portion of the rib structure and diverts water laterally away from the rail and closure structure.

Abstract: A rigid component is formed of a plurality of coupled cylinders. Each cylinder has a circular cross sectional configuration with an axis, a top, a bottom, first and second sides and a slit. The coupled cylinders have parallel axes and include an upper plane with the axes in a common upper plane and a lower plane with the axes in a common lower plane. The slits face downwardly in the upper plane and upwardly in the lower plane. The slits receive a side of each of its adjacent cylinders. The cylinders are secured with respect to each other by the resilience of the cylinders at their slits holding the sides of the cylinders passing through the slits.

Abstract: A knockdown building which will enclose a well, a pump, a water tank, or the like. The building has a roof comprised of several sections each of which has a sleeve which will accommodate a post in the set up condition of the building. The posts are set in the ground and support the building.

Abstract: My invention the Insulated Interlock Deck Panel with Finish Roof System is the only one of its kind which combines all of the working processes required to build a new roof system or replace and old one in one single step: decking, insulation, waterproofing and protection finish all in one single panel. My invention is economical, stronger with beautiful appearance, energy saver, more functional than the existing roof systems and environmentally safe.

Abstract: A structure for protecting pipeline sections has a base, a housing affixed to the top surface of the base and having a plurality of side walls extending at an acute angle with respect to a top surface of the base, and an accessing door connected to the housing in a position above the base. The interior of the housing is vented to the atmosphere. The plurality of side walls includes a pair of triangularly-shaped walls and a pair of trapezoidally-shaped walls.

Abstract: This disclosure is a system which includes processes, machines, articles of manufacture and compositions of matter required to construct a habitable structure comprised of a cementitious product, preferably autoclaved aerated concrete (“AAC”), formed in unique blocks, panels and beams. This results in an extremely environmentally friendly habitable dwelling, residential or commercial, which, due to the resultant synergy of embodiments, when compared to a similar structure employing prior art and/or current industry's standard materials and methods of construction, is structurally superior and simultaneously yields substantial savings in labor, time and costs.

Abstract: A small building assembled using a building system includes a plurality of elongated building elements each having a roof portion and two opposed sidewall portions extending longitudinally from opposite sides of the roof portion. The roof portion and sidewall portions of each building element are integrally formed and attached, and the roof portion and sidewall portions of each building element define a longitudinally and laterally extending flat surface between flanges extending along opposed edges of the roof portion and sidewall portions. Each of the plurality of elongated building elements are placed adjacent another of the plurality of elongated building elements with adjacent flanges abutting and fixedly engaged together at spaced apart points to form an extended roof and sidewalls.

Abstract: A plastic shed having side walls, end walls which slope up to a central ridge line and a roof all formed of interlocking panels, the roof panels are supported at their upper ends by a ridge beam assembly comprising a metal beam extending between and supported by the end walls and a plastic sleeve encasing the metal beam, the sleeve has on each side these of below the top of the beam, integral downwardly sloping shelves on which the upper ends of the roof panels rest, the shed side walls have caps provided with upwardly sloping support platforms on which the lower ends of the roof panels rest and the shed end walls have caps provided with interlocking formations with which the roof panels interlockingly engage.

Abstract: A roof structure for a building in the form of a cone shaped polygon is disclosed. The roof structure includes at least three multi-element trusses attached on corresponding ends to a vertically extending central column. Each of the trusses is rotationally displaced from adjacent ones of the trusses, as measured in a horizontal plane, preferably, by the same angle. Each of the trusses is inclined outwardly and downwardly from the central column to form a series of triangularly shaped roof segments between adjacent ones of the trusses and so as to provide the roof structure shape. The central column may be a vertically extending length of hollow pipe and is essentially non-load supporting, whereby a lower end of the column is vertically spaced above a support structure for outer peripheral edge portions of the trusses. The support structure may be a series of wood posts, a different one of which is attached on an upper end portion to an outer peripheral edge portions of a corresponding one of the trusses.

Abstract: A roof membrane and a roof system employing a EPDM membrance which is compatible with a bituminous adhesive. The membrance includes an outer layer of polymeric layer such as EPDM bonded to a polyester protective layer which is in turn bonded to a fleecy material. This can be adhered to a roof deck surface using hot asphalt or bitumen which bonds the fleecy material to the roof deck in turn holding the EPDM in place. The polyester layer prevents the asphaltic material from attacking and dissolving the EPDM with the fleecy material providing good adhesion between the polyester and the EPDM.

Abstract: A temporary building structure for providing a modular shelter which can be quickly set up and taken down. The temporary building structure includes a plurality of side panels each of which includes a top edge; and also includes a plurality of elongate side panel support members being securely attached along the top edges of the side panels; and further includes a plurality of cross beams being removably attached to the elongate panel support members; and also includes a plurality of roof panels being removably mounted upon the side panels and each having a top edge and a bottom edge; and further includes a plurality of elongate roof panel support members being attached along the top and bottom edges of the roof panels; and further includes at least one peak cap member being removably and securely attached upon the top edges of the roof panels.

Abstract: A prefabricated plastic shed having a roof formed with plastic panels sloping upwardly to a central ridge having their upper ends supported by a ridge beam assembly comprising a metal beam and a plastic sleeve member sleeved on, supported by and encasing the metal beam. The plastic sleeve member including panel supporting shelves for supporting the upper ends of the roof panels.

Abstract: A form assembly for forming a roof slab, an eave, and a peripheral beam in a monolithic structure is provided. The form assembly is detachably attached to upright columns of a housing frame structure and includes an eave formwork and a peripheral formwork. The eave formwork is mounted on the upright columns while the peripheral formwork is disposed between columns to be coupled to the eave formwork. The peripheral beam is formed between the eave and the roof slab and encloses a portion of top beams of the housing frame structure.

Abstract: The liner is formed by a “support” structure and an outer or decorative liner layer. The “support” structure consists of three superimposed layers made of polyester fibers, where the middle layer (1) is considerably thicker than the outer layers (2), while the decorative layer (3) is of a polyester liner or of another suitable material, allowing recycling of the entire set. The different layers are attached to each other by pre-heating layers (1) and (2) and the corresponding molding of the “support” formed by these, including the outer or decorative layer (3), without requiring any further adhesive to keep said layers joined.

Abstract: An insulated roof panel comprising a plurality of longitudinally extending spaced parallel web trusses secured to an inner sheathing and an outer sheathing. Each of the web trusses comprises at least one top cord, a bottom cord and a plurality of webs joining the cords together. A vapor barrier is sandwiched between the bottom cords of the web trusses and the inner sheathing. Insulation extends upwardly from the vapor barrier to a height less than the height of the insulated roof panel in order to allow air to flow over the insulation.

Abstract: The present invention, in certain aspects, includes a portable building structure with a bottom section, a top section on the bottom section, the bottom section having at least one bottom support for supporting the top section, the at least one bottom support having a top opening, and the top section having at least one top support with a lower member projecting down into the top opening of the at least one bottom support. The present invention also provides a new bottom section for a building structure, the bottom section having a plurality of support pillars interconnected by interconnection members, each support pillar of the plurality of support pillars having an enlarged top opening for receiving a lower member of an upper section to be emplaced on the bottom section.

Abstract: A steel framed building construction (50) includes external wall frames (52, 54) and internal wall frames (57, 58) which support one or more planar ceiling frames (56). A roof structure includes one or more substantially planar roof frames (76, 78) extending substantially parallel to associated roof surfaces which the roof frames support. The roof structure further includes support means (70, 74) extending between the roof frames (76, 78) and the ceiling frames (56) to transfer the weight of the roof structure to the ceiling frames (56) to thereby distribute the combined weight of the roof structure and the ceiling frames (56) and the support means (70, 74) through the external and internal wall frames (52, 54, 57, 58). A new roof structure is also claimed. A construction methodology whereby the wall frames, the roof frames and the roof support frames are all constructed from the same steel section is also claimed.

Abstract: The invention relates to a roof construction, assembled from aluminium alloy extrusions and sections which may be cut on site to the appropriate dimensions. There is a ring beam, made from a channel and a ridge member in the form of a central extruded aluminium alloy central box member, the channel and member being essentially of the same section. Thus a relatively small number of different extrusions are required.

Abstract: A cupola roof having cupola roof panels with snap-fit edges preferably includes four roof panels. In a first embodiment, there are four combination cupola roof panels. Each combination cupola roof panel has a female snap-fit edge on one side and a male snap-fit edge on the other side. In a second embodiment their are two male cupola roof panels and two female cupola roof panels. The male cupola roof panel has a male snap-fit edge disposed on each side thereof. The female cupola roof panel has a female snap-fit edge disposed on each side thereof.