8 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 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.

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.

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

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.

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.