23 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.

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.

To reduce the manufacturing cost of a buried form, simplify the construction of the buried form, excel in strength characteristics, and reduce the possibility of deterioration.SOLUTION: A concrete structure 1 includes a buried form 2 made of precast concrete and constituting an outer shell of the structure, and infilling concrete 3 placed at the site inside the buried form 2. The buried form 2 is constituted by sequentially stacking unit forms M unitized for each placing height of one span of the infilling concrete 3. The unit form M is constituted by assembling a plurality of divided buried forms 4 divided respectively in the vertical direction and the horizontal direction, and the plurality of divided buried forms 4 are fixed to a plurality of panel fixing steel materials 5 arranged along the vertical direction and at intervals in the horizontal direction on the inner surface side.SELECTED DRAWING: Figure 1

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.

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 including an elongated conductive bar at least partially positionable within at least one of the horizontal frame elements or at least one of the vertical frame elements. The system may include one or more access elements positionable to engage the elongated conductive bar to receive electricity or a data signal from the elongated conductive bar. The frame structure may support infills that connect to the elongated conductive bar and use or produce electricity.

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.

The infill unit is seismically separated from the skeleton structure, reducing the response acceleration of the infill unit during an earthquake. [Solution] The skeleton-infill building 100 comprises a skeleton structure 10 including columns 11 and beams 12, with a space partitioned by the columns 11 and beams 12, an infill unit 20 arranged in the partitioned space and including a floor 21, and a seismic isolation member 30 connecting the skeleton structure 10 and the infill unit 20.

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 curtain wall or window wall for a building including a frame including a plurality of frame units composed of frame members, wherein the frame members comprise mullions. A plurality of infill panels are supported by and received within the plurality of frame units, and one or more thermally insulating elements. Each frame unit comprises a plurality of metal fastening elements for retaining infill panels within a corresponding one of the frame units. Each metal fastening element comprises a first end in contact with the mullions and a second end spaced from the first end. The second end of each metal fastening element, having the first end in contact with the mullions forming a first outer edge of the frame, contacts one of the thermally insulating elements. Each of the thermally insulating elements comprises at least one means for attachment to a pressing.

A glazing shield system for retrofitting glazing systems of buildings is disclosed. The glazing shield system includes a support frame and a unitized panel. In certain embodiments, the glazing shield system may be mounted on an existing glazing system in a non-intrusive and non-destructive method. In one embodiment, the support frame may be attached to an infill panel of an existing glazing system using structural adhesives, and the unitized panel may be mounted on the support frame, creating an insulating glazing shield.

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.

In various embodiments, there is described herein a breathable system for retrofitting an existing window, comprising: a secondary infill glazing panel adapted to be positioned adjacent to an existing glazing panel to form an interior cavity between the existing glazing panel and the secondary glazing panel, a frame enclosing exterior edges of the secondary infill panel, and at least one air permeable filter coupled to the frame adapted to allow an air flow between the interior cavity and an exterior space adjacent to the secondary glazing panel.

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 method of forming the base of a roadway 200 comprises the steps of: providing a planar ground surface 10; placing in a regular pattern on the surface a plurality of tyre cylinders 30 from which the side walls have been removed; joining the tyres together using nails 70 from a nail gun; infilling the tyre cylinders and surround with an aggregate 40; and, laying a running surface 60 for traffic. Lower and upper geotextile layers 20, 50 may be placed below and above the tyres respectively. The placement of tyres and the provision of infill and an upper geotextile layer may be repeated. The nails may be applied in the direction of the intended flow of traffic. The tyre cylinders may be secured by a staple 80 placed over the edges of the tyre and penetrating the ground surface. The road surface may comprise tar macadam and concrete. The geotextile may be a thermoplastic. A base of a roadway formed from the method is also claimed.

The application relates to a city expansion mode recognition method fusing mathematical morphology and landscape connectivity, and belongs to the cross field of city planning and geographic information technology. The method comprises the following steps: recognizing corridor expansion based on road data; recognizing city holes through seed filling and morphological closing operation, and then recognizing infill expansion located in the holes; recognizing enclaves through the calculation of the minimum expansion step number based on eight-neighborhood iterative expansion; and fusing connectivity and linear morphology to recognize corridor expansion and edge expansion. The method provided by the application, namely morphological landscape expansion index MLEI, has significantly improved classification accuracy compared with traditional landscape expansion index LEI, and is suitable for multi-scale city evolution analysis.

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.