14 results about "Infill" patented technology

A lightweight thermal barrier panel and anchor assembly for installation on a new or existing building envelope is disclosed. The system includes a modular panel with an infill barrier and structural anchors. The anchors are attached to the new or existing building envelope on at least one side of the building envelope to receive the thermal barrier panel to create an air cavity between the panel and the building envelope. The thermal barrier panel framing includes openings within rigid framing members to promote ventilation of the air cavity to the at least one side of the thermal barrier panel.

The subject of the application is a balustrade used primarily to secure terraces and balconies. The goal was to develop a balustrade design whose components facilitate packaging and transport, while simplifying assembly. Each end post is equipped with rectangular cutouts (5) corresponding to the number and profile of infill elements, placed one below the other on one side of the end post. Each corner post is equipped with rectangular cutouts (5) corresponding to the number and profile of infill elements (4), placed one below the other on two adjacent walls, and each intermediate post (3) is equipped with rectangular cutouts (5) corresponding to the number and profile of infill elements (4), placed symmetrically on two opposite walls.

The invention relates to the technical field of building sound insulation and heat preservation, in particular to a steel frame building internal filling sound insulation structure which comprises a sound insulation connecting structure, the sound insulation connecting structure comprises two steel structure columns, and connecting plates are welded to one sides of the inner walls of the two steel structure columns through a plurality of connecting frames; the inner wall of the steel structure column is filled with an internal polyurethane filling layer; a sound insulation assembly structure is arranged between the two steel structure columns, the sound insulation assembly structure comprises sealing plates fixed between the two connecting plates, and top end mounting frames are mounted at the top ends of the multiple sealing plates; every four sealing plates form a group, and an internal mounting structure is arranged on the inner wall of each group of sealing plates. The sound insulation structure has the advantages that the sound insulation and heat insulation performance is achieved, the dual functions of sound insulation and heat insulation are coordinated, the influence of building settlement and vibration can be effectively resisted, the sound insulation structure is prevented from loosening and falling off, the long-term use requirement of a building is met, the site construction time is greatly shortened, and operation and maintenance convenience is improved.

A modular architectural canopy system is disclosed. The architectural canopy system may include a frame, a panel ceiling disposed in the frame, an architectural element snap fit to the frame, and a hanging rod support. The architectural canopy system further may include a bottom infill ceiling and / or a skylight.

A renovation facade (1, 1') comprises a support profile (2, 2') on which at least one groove (22) for holding a sealing profile is formed on an outer side, and on which a plate-shaped infill element (4) is held, wherein an adapter profile (5) with at least one seal (6) is fixed to the support profile (2, 2'), the adapter profile at least partially covering the at least one groove (22) on the support profile (2, 2') and the infill element (4) being clamped to the adapter profile (5) at the seal (6). The invention further relates to a method for manufacturing a renovation facade (1, 1').

1. Name of the product in this design: Infill for bridge deck (A). 2. Application of this design: This design is used as an infill material for bridge decks. 3. The key design feature of this product is its shape. 4. The picture or photo that best illustrates the key design points: Design 1 3D diagram 1. 5. Design 1 is designated as the basic design.

This invention discloses a sliding hinge support and construction method for a prefabricated staircase, relating to the field of prefabricated building construction technology. It involves setting up multiple guide components, multiple infill bodies, a sliding mechanism, and a shock-absorbing mechanism, so that the upper and lower ends of the prefabricated staircase are both supported on an external load-bearing beam. The guide components pass through sliding holes and extend into the infill space, and the top of the guide components is fixed to the prefabricated staircase by the infill bodies. The prefabricated staircase is not rigidly welded or bolted to the load-bearing beam, but rather a sliding surface composed of sliding components is provided. The prefabricated staircase can then slide horizontally with a low coefficient of friction relative to the infill components (i.e., relative to the external load-bearing beam) through the sliding medium layer in the sliding components. This relative sliding displacement releases the deformation constraints at the connection nodes, avoiding stress concentration at the nodes caused by forced displacement. The sliding stroke provided by the sliding components effectively absorbs inter-story displacement, protecting the main structure of the prefabricated staircase and the connection nodes from damage.

Supporting structure, in particular a stair step, with a grating floor (1), wherein the grating floor (1) has bearing bars (5) and infill bars (6) and is connected to two fastening tabs (2) as well as a leading edge (3) and a penetration protection (4), characterized in that the bearing bars (5) have tapered ends (8) which are inserted through openings (10) in the fastening tabs (2) and connected to them.

Disclosed are compositions and methods for the pressure protection of existing wells during infill drilling operations.

A wall system for a building (such as an exterior façade for a building) may include a frame structure configured for attachment to the building. The frame structure may include a plurality of horizontal frame elements, a plurality of vertical frame elements, and an energy distribution system at least partially positionable within at least one of the horizontal frame elements or at least one of the vertical frame elements. The energy distribution system may include a plurality of conductive harness segments and a plurality of terminal connectors. Each terminal connector may releasably interconnect adjacent conductive harness segments to each other or a conductive harness segment to an infill supported in the wall system. The infill may use energy (e.g., a display) or it may produce electricity (e.g., a photovoltaic panel). The energy distribution system may be grounded with grounding wires attached to portions of the frame structure.

A high-altitude construction method for a long-span asymmetric curved steel structure. The method comprises: first, assembling units to be mounted on the ground, and mounting the assembled units on an assembly jig frame; then, reinforcing the units, providing a plurality of points to be lifted on the units, and subsequently mounting a lifting frame; next, integrally lifting the units by means of the lifting frame to a position corresponding to a main body structure, and carrying out infill mounting between the units and the main body structure; and finally, performing stress release on the units after the mounting is completed, thereby completing the mounting operation of the units.

The invention discloses a dense sandstone gas reservoir encryption adjustment well deployment method which comprises the following specific steps: S100, selecting a gas reservoir with encryption adjustment potential in a gas field, and determining the reserve utilization degree and formation pressure of the gas reservoir in the current state; s200, calculating the remaining reserves according to the formation pressure, and calculating the controlled reserves and the cumulative gas production of the to-be-deployed encryption adjustment well control area; and S300, through economic evaluation, calculating the productivity construction investment when the internal yield reaches 8% under the condition of cumulative gas production of the to-be-deployed encryption adjustment well, and calculating the number and the horizontal section length of the to-be-deployed encryption adjustment well under the investment condition. According to the gas reservoir encryption adjustment well deployment method integrating geology, gas reservoir and economic evaluation, the method is suitable for tight sandstone gas reservoirs developed in a depletion mode, the problem that the recovery efficiency cannot be improved through encryption adjustment due to the fact that economic evaluation is unqualified is solved, long-term stable production of gas fields is facilitated, and a scientific basis is provided.

A power generation system may include an impoundment structure at least partially defined by a plurality of precast segments. At least one of the precast segments may include a precast form and at least one precast infill block.