Abstract: A louver cover for a pergola, arbor and the like has pivotal elongated slat assemblies that move between an open upright position and a closed position covering the pergola. The cover is secured between upright supports and cross beams of the pergola. Each slat assembly has a pivotal shaft mounted for pivotal movement between parallel cross beams. The pivotal shaft carries at least one slat member, which is movable between an upright position when the cover is open and a closed position when the slat assemblies extend in covering relationship over the pergola. In one embodiment, each slat assembly has a slat member with S-shaped profile, and in another embodiment the slat assembly has two mirror image slat members of J-shaped profile.

Abstract: A sealed unit includes at least two sheets of transparent or translucent material separated from each other by a spacer. One example of a spacer for a sealed unit includes a first elongate strip, a second elongate strip, and filler arranged therebetween. The first and second elongate strips have a small undulating shape in some embodiments. Methods of making spacers and window assemblies as well as devices for use in the manufacture of spacers and assemblies are disclosed including a manufacturing jig and a spool storage rack. The spool storage rack stores a plurality of spools configured to store spacer materials thereon.

Abstract: A curtain wall structure that can provide a continuous sealing plane through the use of a dual density gasket and that offers improved sealing and thermal insulation properties. The curtain wall structure also provides a structural reinforcement element assembly that is integrated into a mullion of the curtain wall structure to provide a better load bearing capacity. A curtain wall water drainage cross element assembly is also provided to prevent water from flowing vertically inside the curtain wall system. An expansion joint assembly is also provided and designed as two movable parts allowing provides a sound free vertical displacement of components by means of no direct metal to metal contact between sliding parts.

Abstract: In general, embodiments of the present invention relate to ground anchor assemblies. Specifically, the present invention provides a multi-stage extending ground anchor assembly including wing members that are coupled to a fixing member of the ground anchor assembly. The wing members are configured to make contact with an inner wall of a ground hole such that the earth anchor assembly can be used in surfaces of any consistency, including both bedrock and soft surfaces.

Abstract: A wall framing system for supporting an interior wall in spaced proximity to an exterior wall includes one or more stud members extending between upper and lower frame channel members, which are configured to self-locate in relation to the exterior wall in a manner which establishes a moisture and air barrier between the exterior wall and the interior wall supported by the wall framing system. The interior wall supported by the wall framing system is resistant to moisture degradation, and maintains desired R-value insulation properties throughout the wall.

Abstract: Exterior opaque hidden frame wall units and systems combining facing plates and composite insulated panels in a pressure-equalized Airloop system, permitting an opaque hidden frame wall unit without the need for intermediate stiffeners for resisting wind load, without exterior aesthetic problems associated with composite insulated panels, without a separate interior wall, and without interior condensation problems. Also provided are exterior opaque hidden frame Airloop wall units and systems with the air seal being isolated from the water seal on an offset vertical plane and away from the interior surface of the facing plate.

Abstract: A ground mounting assembly, system and methods for ground mounting a structure include one or a plurality of posts, each of which are attached to at least one stabilizing plate. The posts may be at least partially positioned underground, with the stabilizing plates being buried to a depth of, for example, about 1 foot. Posts in a front portion of the mounting assembly optionally may be connected to an adjacent one of posts in a back portion of the assembly by a cross member. A ground mounted post that is driven them lifted to deploy uplift members. A ground mounting system based on a double pounder pile driven mono pole is also described.

Abstract: An anchor for stabilizing an object includes an anchor block having a body portion, a pair of wing portions extending from the body portion, and a coupling-channel located in the body portion. The coupling-channel is configured to couple the anchor block to an anchor rod. The anchor block is generally trapezoidal in a view. The wing portions include a first plurality of sloping ribs extending from body portion and a plurality of recesses disposed between the sloping ribs.

Abstract: A telescopic mast has a plurality of telescopic sections with longitudinally extending walls, a transverse dimension of the innermost telescopic section being smaller than the outermost telescopic section of two adjacent telescopic sections, so that the innermost telescopic section can slide longitudinally in and out of the outermost of two adjacent telescopic sections. A restrictor is provided between the two adjacent telescopic sections, the restrictor having a longitudinally extending linear guide provided on one of two adjacent telescopic sections and a clamping device provided on the other one of two adjacent telescopic sections, wherein the clamping device is configured for providing a clamping force to the guide during relative movement of said two adjacent telescopic sections, wherein the clamping force has two oppositely directed rotational force components in a plane normal to the longitudinal direction of the mast and perpendicular to the radius of the mast through the guide.

Abstract: The invention relates to a unitary floor panel (1) for a means of transportation, comprising a self-supporting plate (2) having a smallest dimension, called the thickness, extending along a first direction of the self-supporting plate (2), and two larger dimensions extending along two directions that are orthogonal to each other and orthogonal to the thickness; the self-supporting plate (2) having two opposite sides, called main sides, that extend substantially parallel to the two orthogonal directions; characterized in that the panel comprises at least one beam (5) securely fastened to the self-supporting plate (2) and having an axis of elongation parallel to at least one first main side of the self-supporting plate (2), each beam (5) being designed to increase the flexural strength of the unitary panel (1) along the axis of elongation of the beam (5).

Abstract: A ground mounting assembly, system and methods for ground mounting a structure include a plurality of posts, each of which are attached to at least one stabilizing plate. The posts may be at least partially positioned underground, with the connected stabilizing plates being buried to a depth of about 1 foot. Posts in a front portion of the mounting assembly may be connected to an adjacent one of posts in a back portion of the assembly by a cross member.

Abstract: A method of forming a post sleeve within a post hole in the ground to include a post receiving cavity to insertably receive and support a post is provided. The method includes positioning a post sleeve core within the post hole with the aid of an elongate installation member and depositing uncured material into the post hole to at least partially surround the post sleeve core while the post sleeve core is attached to the elongate installation member. The method further includes allowing the uncured material to harden around the post sleeve core to form at least a portion of the post-receiving cavity of the post sleeve and removing the post sleeve core from the hardened material to expose the post receiving cavity to receive and support the post. Other related methods of forming post sleeves are also provided.

Abstract: The present invention is directed toward a window or door insulation system including an attachable trim strip, and a securable transparent sheet, to create a removable and auxiliary insulation sheet. The trim strip includes a base attachable to a surface, a cover pivotably connected to the base, and an interior strip pivotably connected to the cover and base. The cover includes a first wall, an intermediate wall transitioning from the first wall, and a second wall transitioning from the intermediate wall. The first wall is pivotably connected to a first side of the base so that the cover is configured to be an open position or a closed position. A gap is defined between the second wall of the cover and the second side of the base when in the closed position. The interior strip is configured to keep the cover opened or closed.

Abstract: An attic flooring and storage system for laying out a support floor in an attic or other framed structure, the system comprising a number of support brackets with a mounting saddle including at least one mounting guide for removably suspending the brackets over a joist type member while disposing the upper surface of at least one laterally projecting support wing to support and align a flooring panel with at least one angular brace constructed to transfer bending forces about a joint between the support wing and the adjacent mounting guide to the joist.

Abstract: A shingle insert and method for eliminating and preventing growths on a shingled roof in which copper strips forming the inserts are installed with an upper edge disposed beneath a course of shingles with the remaining portions of the insert exposed. The insert strips have a confined space defined beneath a stiffening lengthwise extending arched hump formed in the exposed copper strip portions which has an array of elongated indentations formed therein with slits therein to allow slow drainage of water impounded by the arched hump through the inserts may contain a growth toxic material, in solid or granular form which releases a substance toxic to the growths when rainwater runoff passes into the confined space and over the material and thereafter flows out down the roof.

Abstract: A facade attachment device for connecting an exterior façade wall to a support wall. The base has an elongated member extending transversely from a mounting plate. The elongated member has a plurality of teeth. The retainer has an insulation engaging portion, a facade attachment portion, and a receiving passage. The receiving passage is sized to receive the elongated member. The receiving passage extends through the insulation engaging portion. The retainer has a ratcheting mechanism. The ratcheting mechanism comprises a locking member engageable with at least one of the plurality of teeth of the elongated member to prevent retainer from moving in at least one direction. The façade attachment portion is configured to receive a connection with the façade wall.

Abstract: The present invention relates to a variable stiffness bracing device comprising: a rectangular frame (100) having a solid quarter cylinder (101) at each angle of the rectangular frame (100); a pair of leaf spring (200) attached at each end of the rectangular frame (100) at the solid quarter cylinder (101); a steel rail (300) fixed on top middle of the rectangular frame (100); a core (400) fixed at the tip of each leaf spring (200), the core (400) is slidable along the steel rail (300); a cubic core (500) located in the middle of the core (400); and a rod cable (600) passes through each end of the rectangular frame (100) and the core (400) and ended at the cubic core (500) located in the middle of the core (400). The above provision is advantageous as the present invention deploys wholly mechanical in retrofitting and rehabilitation of structures.

Abstract: A system and method for creating custom concrete designs includes one or more textured concrete forms used to create concrete “tiles” with the desired surface appearance, generally mimicking the surface appearance of natural stone or other desired pattern. The method involves creating a plurality of cement tiles in the desired shape, pattern, and texture. These cement tiles are most preferably in the range of ¼?- 5/16? thick using a proprietary cementious mixture poured into molds. The concrete used to form the tiles may be colored before it is poured into the form or it may be colored after the concrete has set. After the desired number of concrete tiles have been formed, they may be positioned and fixed in place so as to cover the desired area and create the desired effect for the selected application.

Abstract: A modular steel-framed construction mold apparatus comprised of a plurality of contiguous foundation, cavity wall and roof deck void spaces defined and formed by assemblies of interlocking encasement panels and connectors integrally attached to a structural steel grillage for accepting, containing, and shaping wet concrete fill, a method for forming, casting, and encasing monolithic composite concrete and steel buildings and structures in situ using said mold apparatus, and a permanently encased monolithic composite concrete and steel structure constructed by employing the foregoing modular mold apparatus and method of concrete construction. The structural steel grillage supports the encasement assemblies before and during the casting process, becoming fully embedded within the cast concrete, and provides tensile strength complementing the compressive strength of concrete fill.

Abstract: A modular brick or block outdoor structure includes an outdoor structure that is constructed in modular sections. Each modular section is fabricated from a plurality of paving bricks or retaining wall blocks that match the brick or block used to construct the patio. The bricks or blocks are preferably assembled to each other with adhesive. Each modular section includes means for transporting thereof with some type of equipment, if necessary. It is preferable that each modular section include channels to receive lifting forks of an end loader or other suitable transport device, if necessary. However, other methods of transporting the modular section may also be used.