Abstract: A sound damping wallboard for installation on an installed wallboard, a sound damping wallboard system, and a method of constructing a sound damping wallboard on a building structure are disclosed. The sound damping wallboard comprises a gypsum layer having a gypsum layer inner surface and a gypsum layer outer surface, a sound damping layer disposed at the gypsum layer inner surface for installation between the gypsum layer and an installed wallboard and having a sound damping layer inner surface, a first encasing layer disposed at the gypsum layer outer surface, and a second encasing layer disposed at the sound damping layer inner surface.

Abstract: Method for installing a hollow concrete tower comprising the following steps: a) arranging a platform on a site; b) arranging on said platform at least one partial full-segment mould in a position such that the segment axis of the segment being cast in said mould is substantially vertical; c) pouring concrete inside said arranged partial mould(s); d) allowing the poured concrete to set to working strength, generating corresponding segment(s); e) removing the arranged mould(s) with concrete set to working strength, to leave the corresponding segment(s) exposed; f) assembling said corresponding exposed segment(s); and g) optionally, repeating steps b)-f) at least once.

Abstract: An expandable safe room (ESR) defining a protected space therein is provided and comprises a main upright frame, a pair of side walls hingedly connected to the main upright frame, and a front wall parallel to the main upright frame and hingedly connected to the side walls, wherein deploying the ESR in an expanding direction moves the front wall in a forward direction and away from the main upright frame. Floor and roof are also provided wherein the deployment of the ESR can be automatically or manually.

Abstract: A device for attaching at least one cloth for producing a tensioned-cloth false partition, comprising a first profiled member forming a profiled rail comprising at least one reception groove, the reception groove being delimited by at least two lateral walls, and at least one second profiled member able to be fitted removably in the reception groove of the first profiled member, having a cross section in the form of a U or V, one of the arms of the U or V shape comprising at least one deformable longitudinal projection arranged so as to come into abutment against a wall disposed opposite the arm carrying the deformable projection when the second profiled member is in place in the reception groove of the first profiled member.

Abstract: A faceted architectural fixture is provided that include one or more folded elongated strips, each providing a series of alternating faceted surfaces.

Abstract: The invention relates to substructure (1) for increasing the earthquake resistance of at least one high-voltage component (2), in particular a choke coil (3). The substructure (1) comprises a platform (4) which is designed to receive the high-voltage component (2) in a load-bearing manner and which is suspended on a support device (6) of a support structure (7) by means of at least three tensioning means (5). The platform (4) is connected to the tensioning means (5) by means of a first articulated connection (22), and the tensioning means (5) are connected to the support device (6) by means of a second articulated connection (23), said support device (6) being supported on the ground (9) by means of at least three supports (8).

Abstract: Cable anchoring means for a horizontal joint between two elements, comprising: a cable partially embedded in an element, a receiving through duct provided in the other element to receive the protruding portion of said cable, traction means, fastening means and a threading device applicable on said protruding portion of said cable and comprising a part with a pointed and flexible geometry that extends coaxially with respect to said protruding portion from the free end of said protruding portion. a cable anchoring procedure for a horizontal joint between two elements, comprising: a) providing said elements; b) providing said anchoring means; c) bringing said elements close to one another and threading said cable into said duct; also comprising the step c): c.1) stopping the approximation when the distance between the elements is adequate; c.2) placing said flexible part inside said duct; c.3) resuming movement.

Abstract: A facade support system can be attached to a wall of a structure to support a veneer on the wall. A bracket of the support system that can be attached to the wall includes a connecting plate and a mounting member. A support attached to the connecting plate can be disposed in a mortar bed joint of the veneer. A standoff positioned for engagement with the wall is selectively attachable to the connecting plate in different locations for maintaining a substantially horizontal position of the support. In some instances the mounting member may have detents engageable with detents on a washer. In other instances both the connecting plate and the mounting member include detents.

Abstract: A protective enclosure that is primarily constructed from corrugated, symmetrical panel members of uniform shape. The panel members are made from steel. The panel members are connected together to form the walls and roof of the enclosure. The enclosure is connected to a cementitious member to anchor the enclosure. The enclosure is provided with a door that completes the enclosure and allows entry and exit from the enclosure.

Abstract: Snap-in mounting systems for laminate solar panels are provided. The laminate solar panels can include laminate strips that can be snapped into mounting rails. The mounting rails may be coupled to racking rails for structural support and may include locking mechanisms for additional support and theft deterrence. An entire system may include a number of racking rails, mounting rails, and solar panels.

Abstract: A connector is provided to attach a supported member to a supporting member, with the supported member being in sloped and skewed relation to the supporting member. The hanger has left and right back members and left and right side support members attached to the left and right back members respectively. A seat member attaches to both the left and right back members along aligned left and right seat bend lines. A pair of seat side members can extend from the seat member. A pair of left and right jutting tabs extend from the left and right back members respectively.

Abstract: Assemblies and couplings for mounting PV modules are provided. An assembly is provided to avoid conflicts between linkages used to adjoin adjacent PV modules and leveling feet used to mount the PV modules to supporting structure. Specifically, an interlock support coupling is provided that may include a shaft with a locking portion disposed at the end that interfaces with an interlock bracket used to couple adjacent PV modules and a housing with an opening for receiving a connection with a supporting foot. An interlock bracket may be provided with a slot for receiving an interlock support coupling.

Abstract: An apparatus has a vacuum transport chamber having first and second isolation valves coupled to first and second substrate processing locations, and third and fourth isolation valves coupled to a load lock. First and substrate transport vacuum robots are provided. The load lock is between the first and second substrate transport vacuum robots, and has an atmospheric isolation valve. The atmospheric isolation valve, the third and the fourth isolation valves are arranged in a spaced triangular relationship. The first substrate transport vacuum robot transports a processed substrate from the first processing location to the load lock and transports an unprocessed substrate from the load lock to the first processing location substantially simultaneously as the second substrate transport vacuum robot transports a different processed substrate from the second processing location to the load lock and transports a different unprocessed substrate from the load lock to the second processing location.

Abstract: A modular foundation design for supporting a wind turbine or telecommunication tower, comprised of pre-cast concrete modules offering advantages of off-site manufacture and ease of transportation, but which deign is simple to construct. A base slab is provided comprised of sub-modules/base members arranged together in juxtaposed position which together provide a horizontal surface on which pre-cast pipe members may be stacked in end-to-end position to form a pedestal. Anchor rods extend through the pipe members into screw retainers in the base members, which rods serve to not only post-tension the pipe members and secure them together, but further advantageously serve to retain the base members together thereby assisting in distributing forces and loads applied to one sub-module/base member over the entire base slab. Coupling means to further couple the base members together may be added to better retain the base members together and still further improve distribution of forces.

Abstract: An edge lift anchor for embedment into a concrete panel, the anchor having a head of generally plate-like form for releasable attachment with lifting equipment, and at least one leg extending from the head, for locking into the surrounding concrete, the head having an eye for receiving a locking bolt of a lifting clutch in the form of a ring clutch, the head having an upper edge engageable by the body of the ring clutch when the clutch body is inclined at the commencement of lifting a cast panel from the horizontal configuration in which it is cast to a generally vertical configuration, wherein the width of the head is such that engagement between the clutch body and the edge of the head at the commencement of lifting from a horizontal configuration is at a sufficient distance from the end of the head that any deformation of the edge of the head caused by engagement with the clutch body under the applied lifting load will be wholly contained within the width of the head.

Abstract: Systems and methods for providing a universal window frame assembly. A window frame assembly can include a plurality of frame members, wherein at least one of the frame members comprises a first profile frame member and at least one of the other frame members comprises a second profile frame member. The at least one first profile frame member and the at least one second profile frame member seat together to form the frame assembly. Head and side jamb members of a window frame can have a common first profile, and a sill jamb member can have a second profile. The frame members can be connected with corner keys configured to engage one or more openings in the first and second profiles. The sill jamb member can provide a sill slope angle.

Abstract: An encapsulated glass assembly includes a plastic frame having at least three sides and corners, with the frame having a channel extending within its outer frame surface that includes a lower wall portion connected to a side wall portion. The outer frame surface further includes at least one upper wall portion extending from the side wall portion and extending along at least one side of the frame, each one of the at least one upper wall portions further defining a portion of the channel as a C-shaped channel. A glass panel coupled to the frame is retained within the C-shaped channel along at least one side of the frame such that the edge of the panel is adjacent to the side wall portion. An encapsulant having a Shore hardness less than the frame is bonded onto the panel and onto the frame to secure the panel to the frame.

Abstract: A device for filling or creating a void within a construction medium. The device has a body having at least one inflatable body portion. Each inflatable body portion has one or more inflatable cavities. There is at least one valve member fluidly connected to the one or more inflatable cavity to control flow of fluid into and inflate said cavity. In-use, the one or more cavities are shaped to substantially fill or create the void in a construction medium when in an inflated state.

Abstract: In one aspect, a boat lift includes a base, a boat support pivotally attached to a given portion of the base, and one or more stabilizers extending from the given portion of the base.

Abstract: A wedge assembly for post tensioning concrete includes one or more wedges and a wedge ring. Each wedge includes an outer surface having a circumferential groove formed thereon. The wedge ring is adapted to fit into the groove of the wedges and retain the wedges to a strand. The wedge ring including a gap adapted to allow the wedge ring to be installed from the side of the wedges. When installed to the strand, the wedges may form a clearance fit maintained by the wedge ring. At least one wedge may include a guide adapted to assist with the separation of the wedges when installed to the strand.