59 results about "Framing (construction)" patented technology

Techniques of automated framing for use in the construction of building structures are described. Examples of such structures includes walls, wall panels, roofs, and the like. In one scenario, a robotic automated framing system assists with construction of a building structure. The robotic automated framing system can analyze an architectural plan and determine a project, based at least in part, on the architectural plan. The robotic automated framing system can also schedule a robot to perform the project, and cause the robot to perform at least some of the project.

The invention discloses a bridge disc buckle type full framing connecting piece, and relates to the technical field of bridge construction. Comprising a pipe frame connecting piece, a switch control piece is installed on the pipe frame connecting piece, and a fastening linkage control piece is installed in the pipe frame connecting piece; the switch control piece is used for limiting the fastening linkage control piece; a row of disc buckle plug pin pieces are installed on the pipe frame connecting piece in a sliding mode. The fastening joint control piece is used for controlling the row of disc buckle bolt pieces to be inserted into the transverse rod together; a row of clearance compensation pieces are mounted on the pipe frame connecting piece; the problems that according to an existing bridge disc buckle type full framing connecting piece, manual bolt hammering force control is not accurate, and automatic compensation is not convenient when a full framing locally settles and loosens are solved. The clearance compensation piece can be used for carrying out clearance compensation on the inserted expansion extrusion pin after the pipe frame is installed on the disc buckle body, the stability of the assembled full framing can be improved by reducing the clearance of the expansion extrusion pin, and the follow-up bridge construction safety is improved.

A framing system for a construction set comprising a number of interchangeable elements which can be arranged to construct a variety of three-dimensional structures, as well as individual, stand-alone floors, which in turn are adapted to be stacked on one another. In some embodiments, the system comprises at least one central unit, a plurality of outer mid-columns, at least one tie beam corner unit, and / or at least one curved beam unit which cooperate to form a variety of stand-alone floors. The system comprises additional components which increase the stability of the construction set, including but not limited to internal corner brackets, cross pins, cross studs, square panels, and rectangular panels.

Interlocking building blocks that, when connected together in a plurality of blocks, create a structural building envelope consisting of a continuously-insulated exterior-facing section and an interior-facing section consisting of open stud bays. The system of building blocks combines aspects of both stick-built and SIP-panel framing systems to provide simplified assembly and improved thermal performance while mitigating common issues with both systems regarding compromised structural and insulative integrity encountered in the build process.

A system and method for assembling framing assemblies for use as ceiling or floor structures of modular building units using automation are disclosed. The framing assemblies include trusses that are attached at the lateral edges thereof by a joist including at least one layer of dimensional lumber to form a substantially rigid framework. Cover panels are positioned over and attached to an inner surface of the framing assembly.

A framing system for a construction set comprising a number of interchangeable elements which can be arranged to construct a variety of three-dimensional structures, as well as individual, stand-alone floors, which in turn are adapted to be stacked on one another. In some embodiments, the system comprises at least one central unit, a plurality of outer mid-columns, at least one tie beam corner unit, and / or at least one curved beam unit which cooperate to form a variety of stand-alone floors. The system comprises additional components which increase the stability of the construction set, including but not limited to internal corner brackets, cross pins, cross studs, square panels, and rectangular panels.

A construction framing system includes first and second studs, a first layout track, a first fastener, and a second fastener. The first layout track includes a web, a first flange, a second flange, and a first array of preformed apertures. The preformed apertures in the first array of preformed apertures extend completely through the first flange. The first array of preformed apertures includes a first off module aperture, a first on module aperture, and a second on module aperture. The first off module aperture has a first shape. The first on module aperture has a second shape that is different from the first shape. The second on module aperture has the second shape or a third shape that is different than the first or second shapes. The first fastener is inserted through the first on module aperture and into the first stud. The second fastener is inserted through the second on module aperture and into the second stud.

The invention provides a flexible sealing system of a high-pressure gas storage chamber and a construction method thereof.The flexible sealing system comprises the chamber arranged in surrounding rock, a flexible sealing layer is laid on the inner wall of the chamber, and the flexible sealing layer is formed by splicing an upper sealing layer and a lower sealing layer in a framing and blocking mode; sealing glue is coated between the chamber lining and the flexible sealing layer, and optical fibers are laid between the chamber lining and the flexible sealing layer. A steel lining sealing layer is replaced by the flexible sealing layer, the flexible sealing layer is subjected to framing and blocking, a sealing cavity in the high-pressure gas storage chamber is constructed by means of mechanical equipment used in tunnel engineering according to a reasonable installation process, the installation difficulty of the sealing layer in the chamber is greatly lowered, the installation period of the sealing layer in the chamber is greatly shortened, and the construction efficiency is improved. The method has the remarkable advantages in the aspects of construction feasibility, economical efficiency and the like.

A removably mountable temporary work surface is disclosed herein. In some embodiments, the removably mountable temporary work surface includes a toolless mounting bracket, a spacing bar, and a hinge affixed to a work surface. The toolless mounting bracket may be configured to mount to construction framing. The spacing bar can be configured to extend or retract for use and storage. In various configurations, the work surface may include a metallic material and include one or more mechanisms to secure contents to the work surface, such as magnetic tethers. The work surface can be sized to form a substantially contiguous surface when mounted to adjacent framing posts.

The invention provides a construction method of a socket and spigot type disc buckle type full framing suitable for an elevated station, and particularly introduces a series of key construction methods of framing, bracket pre-pressing, reinforcing steel bar manufacturing and mounting, bracket erecting construction precautions and the like in the socket and spigot type disc buckle type full framing suitable for the elevated station. According to the socket type disc buckle type full framing construction method, the safety use of a cast-in-place construction formwork and a cast-in-place support structure of an elevated station main body structure and the safety of construction machinery and operating personnel can be effectively guaranteed, and compared with a same-type full framing lap joint method, the socket type disc buckle type full framing construction method has the advantages that the construction efficiency is improved; the construction period of the full framing can be greatly shortened, and the production efficiency is further improved.

A lifting system for post frame construction comprises a winch system coupled to a frame, a first bracket configured to be secured to a portion of a roof framing system, and a pulley system comprising at least two pulley wheels mounted on a second bracket. The frame is configured to be secured to a lower portion of a column of a building structure and the second bracket is configured to be secured to a top of the column.

The utility model discloses an independent torsion-resistant reinforcing system for a rectangular concrete column cast-in-place formwork, solves the problem that an ultrahigh column formwork supporting system is prone to distortion in the concrete pouring and vibrating process, and belongs to the technical field of building construction formworks. According to the invention, the existing square-shaped hoop-type adjustable fastener for fixing an independent rectangular concrete column template is combined in four stable right-angled triangular support systems, and the bevel edge of each right-angled triangular support frame is connected to two upright posts; the right-angle sides abut against and are fixed to one side edge of the square-shaped hooping frame of the square-shaped hoop-type steel back ridge adjustable buckle, the square-shaped formwork frame (1) is secondarily reinforced, meanwhile, the function of resisting distortion of the square-shaped formwork frame (1) is achieved, the four stand columns are fixedly connected with the full framing body, and the whole formwork frame is not prone to deformation. And the anti-torsion stability of the square-shaped template frame (1) is further improved.

The utility model relates to the technical field of building construction, in particular to a water tank lower cone construction structure in an inverted-cone-shaped water tower, which comprises a water tank cone lower ring beam, a full framing is erected on the periphery of the water tank cone lower ring beam, and a water tank lower cone bottom die is laid on the full framing; a cushion layer is poured on the bottom die, a plurality of rows of anchoring rods are embedded in the cushion layer in the generatrix direction of the water tank lower cone, and water tank lower cone steel bars are bound on the cushion layer and are bound and fixed with the anchoring rods; an inner mold is arranged on the anchoring rod and outside the water tank lower cone steel bar in a penetrating manner; a gasket is arranged between the inner side surface of the inner mold and the water tank lower cone steel bar to control the thickness of the protective layer; wooden ridges penetrate through the anchoring rods in the same row and are located on the outer side of the inner mold, and nuts are arranged on the anchoring rods to lock the wooden ridges. The inner mold is supported through the pre-buried anchoring rods, the stability of the inner mold is good, full vibration can be achieved in the concrete pouring process, the compactness is high, and the phenomenon that under the condition that no formwork exists in the prior art, the concrete is prone to falling during vibration is avoided.

To provide an element automatic arrangement system and an element automatic arrangement method with which the necessary and sufficient number of elements can be arranged for a framing plan for construction.SOLUTION: Provided is an element automatic arrangement system 100 for arranging elements at appropriate positions in a framing plan for construction, and the system comprises: reading means 1 that reads a framing plan for arrangement D in which a target member P on which the elements E are to be arranged is written to obtain arrangement target data T; and operation means 3 that uses a learning dataset L obtained through machine learning of the characteristics of the target member in another framing plan in which the elements are already arranged on the target member. The operation means 3 has means that automatically arranges the elements E on the target member P through operation based on the learning dataset L according to the characteristics of the target member P in the arrangement target data T.SELECTED DRAWING: Figure 3

The utility model discloses a supporting system of a metro section connecting channel. The supporting system comprises a stainless steel plate, a profile steel arch frame and a transverse support. The stainless steel plate is fixed to the outer side of a connecting channel second lining concrete layer, the profile steel arch frame is arranged below the stainless steel plate, and the wood plate is arranged between the profile steel arch frame and the stainless steel plate. The profile steel arch frame comprises vertical supports on the two sides and arc-shaped parts arranged on the vertical supports. A transverse support is arranged between the vertical supports on the two sides; battens are arranged between the vertical supports and the transverse supports; the transverse support comprises an initial positioning mechanism and a second positioning mechanism. A stable supporting system is formed by combining the stainless steel plates, the profile steel arch frames and the transverse supports, and the problems of a traditional full framing are solved. The whole system is convenient to build and not prone to deformation. Due to the fact that occupied space is small, follow-up construction is facilitated, and safety and quality of construction of the metro contact channel are guaranteed.

The utility model discloses a street lamp foundation for a left-right framing bridge and the bridge, belongs to the technical field of bridge street lamp construction, and aims to solve the problem that the street lamp foundation at the middle dividing zone of the existing left-right framing bridge is easy to crack and damage. The street lamp foundation for the left-right framing bridge comprises a concrete base body (53) and vertical steel bars (52), the lower end of the left side of the concrete base body (53) and a left bridge body (3) are connected into a whole, and an isolation layer (1) is arranged between the lower end of the right side of the concrete base body (53) and a right bridge body (4). According to the street lamp foundation for the left-right framing bridge, the problem of deformation and incoordination of the street lamp foundation caused by different rigidities of the left-right framing bridge when the temperature changes can be greatly solved, and the street lamp foundation is prevented from being cracked and damaged.

The utility model relates to a large-span prestressed concrete continuous beam bridge full framing construction structure, which belongs to the technical field of bridge construction, and particularly comprises variable cross-section box beams arranged on two sides of the top of a full framing, a closure section arranged in the middle of the two variable cross-section box beams, and piers arranged at the end parts of the variable cross-section box beams. Reinforced concrete connecting blocks are arranged on box chamber side plates of the variable cross-section box girders, longitudinal prestressed steel beam connecting holes are reserved in the reinforced concrete connecting blocks, and longitudinal prestressed steel beams of the variable cross-section box girders are connected into the longitudinal prestressed steel beam connecting holes formed in the front. And the longitudinal prestressed steel beams of the last stage of variable cross-section box girder are anchored at the two ends of the closure section. The variable cross-section box girder structure is convenient to construct, simple and easy to implement, short in construction period and smooth in beam bottom line type.

The invention discloses a full framing mold moving device in a narrow space, which comprises a plurality of mold moving units uniformly mounted on two opposite sides of a full framing, each mold moving unit comprises a supporting type passive walking mechanism supported at the bottom of the full framing, and the supporting type passive walking mechanisms are connected with a stepping jacking mechanism. A grabbing mechanism is hinged to the end, away from the supporting type passive walking mechanism, of the stepping jacking and supporting mechanism, a corner adjusting mechanism is movably connected to the stepping jacking and supporting mechanism, and the end, away from the stepping jacking and supporting mechanism, of the corner adjusting mechanism is detachably connected to the bottom of the full framing. The whole full framing can be moved and transported, complex operation in existing disassembly and assembly is replaced, the construction efficiency is improved, and the purpose of reducing the operation intensity can be achieved. The method is suitable for the technical field of full framing moving and transporting in rail top air duct construction.

The invention discloses a continuous beam closure section box inner formwork supporting-frame-free system and a construction method, and belongs to the technical field of bridge engineering construction. In order to solve the problems that a full framing in a traditional closure section box is low in construction efficiency and large in space interference, the invention provides a combined type overall frame scheme. The system comprises a hanging basket structure and a combined template which are located on the outer side of a beam body, and an n-shaped support-frame-free frame arranged in a box. The beam bodies on the two sides form a temporary whole through rigid locking, the n-shaped frame is connected with the beam bodies and the outer side formworks through the opposite-pull fixing structures to form a space stress whole, a self-balancing formwork system is formed, and therefore independent stand column supports in a box are omitted. According to the method, rapid mounting and dismounting of the formwork are achieved, interference of supports, reinforcing steel bars and pipelines is thoroughly avoided, and the construction efficiency and quality of the closure section are remarkably improved.

A pole yurt framing structure system includes: a crown wheel, a roof pole, and a lattice wall; wherein the crown wheel is a prismatic conical structure formed by multiple triangular first pole orthogonally stacked wooden rib structures; the roof pole includes multiple rectangular second pole orthogonally stacked wooden rib structures and multiple triangular third pole orthogonally stacked wooden rib structures; and the lattice wall includes at least one cuboid frame and multiple rectangular frames. A construction method of the pole yurt framing structure system uses assembly technology. The composite wooden poles with the same specifications are prefabricated by the factory, which are assembled on site to form the pole orthogonally stacked wooden rib structures. Finally, the pole yurt framing can be obtained. The technical scheme reduces the production and design cost, and reduces environment pollution caused by the construction.

The invention discloses a supporting structure and a construction method for a shield close-to-underpass civil air defense channel, and relates to the technical field of shield construction, the supporting structure comprises a sectional type air bag group, a plurality of independent inflatable air bags are spliced in the longitudinal direction of the civil air defense channel to form the sectional type air bag group, and each inflatable air bag comprises a hollow annular bag body; the hollow annular bag body is provided with a connector for inflating and deflating; the detachable inner supporting frame is of a frame structure formed by splicing a plurality of steel plates, and the outer contour of the inner supporting frame is attached to the inner periphery of the bottom of the inflatable airbag; the distributed monitoring assembly comprises a threaded sleeve pre-embedded in the seam of the adjacent inflatable airbags and a threaded rod mounted in the threaded sleeve, and the threaded rod is monitored through a total station; a composite structure of the inflatable air bag and the detachable inner supporting frame is adopted, and compared with a full framing, the use amount of materials is reduced; and the detachable inner supporting frame can be quickly assembled, the node bending resistance is provided, and the collapse-resistant safety coefficient of the vault of the civil air defense channel is improved.

The utility model discloses a fertilizer groove avoiding overhanging type supporting structure which comprises a full framing, the full framing is arranged on the ground in a supported mode and is adjacent to a fertilizer groove, a structural beam plate formwork is arranged on the top of the full framing in a supported mode, and a protection assembly is connected to one side of the top of the full framing and above the fertilizer groove through an adjustable connecting assembly. The protection assembly comprises a protection frame and a dense-mesh screen, and the dense-mesh screen is arranged on one side of the protection frame in a tensioning mode. The adjustable connecting assembly comprises a plurality of telescopic transverse rods and two adjustable inclined supporting rods, the telescopic transverse rods are arranged in at least two rows and connected between the full framing and the protective frame, and the two adjustable inclined supporting rods are arranged between the two corners of the bottom of the protective frame and the full framing in an inclined supporting mode. The supporting structure is high in universality and high in safety, does not conflict with the fertile groove backfilling operation, and saves the cost and the construction period.

The invention relates to the technical field of road and bridge construction, and provides a construction method of a newly-built cast-in-place steel-concrete composite beam with half-range construction and half-range pass keeping, which comprises the following steps of: dividing the steel-concrete composite beam into a first range and a second range along a transverse bridge direction; mounting a first section traffic keeping platform on the first section along the bridge direction; a first-section reinforced concrete bridge deck is installed on the second section through a first-section traffic keeping platform; and alternately utilizing the installed structure to construct the other part until the first part completes the communication maintaining platform and / or the second part completes the reinforced concrete bridge deck. According to the construction method, framing construction is conducted on the steel-concrete composite beam through division of the first frame and the second frame, the site restriction of span-by-span construction is broken through in cooperation with the temporary communication maintaining platform, multi-section parallel operation can be conducted on the steel-concrete composite beam, and the construction efficiency is improved. The technical problem that operating personnel and operating facilities are idle during equal-strength maintenance of a concrete structure in the span-by-span construction technology is effectively solved, and the utilization rate of the operating personnel and the operating facilities is increased.

Disclosed herein are systems, devices, and methods for a wall system, the wall system comprising: one or more wall panels, each defining at least one connecting feature defined in at least one perimeter of the wall panel, each connecting feature configured to connect an adjacent wall panel; and at least one of the one or more wall panels comprising one or more features arranged in a framing layout, the one or more features configured for engagement with at least one framing member. A method for constructing a wall system comprises defining one or more features arranged in a framing layout in a wall panel; and insertably securing the wall panel with at least one framing member according to the framing layout

The utility model discloses an integrated framing support suitable for manually winding stirrups of a reinforcement cage, which relates to the technical field of reinforcement cage processing and comprises two rows of horizontal support rods respectively supporting the reinforcement cage, gaps are reserved between the support rods and the ground, each row of support rods are arranged in parallel at equal intervals, and the support rods are parallel to each other. The two rows of supporting rods are staggered; the close ends of the two rows of supporting rods are located on the same straight line. The device does not need a crane for construction, improves the processing efficiency of the ribbed stirrup reinforcement cage, shortens the construction time, and avoids the hoisting risk; the ribbed stirrup winding effect is improved, reinforcement cage deformation caused by repeated hoisting is avoided, and the reinforcement cage machining quality is guaranteed.

The invention provides a pedestrian catenary plate arch bridge and a construction method thereof.The pedestrian catenary plate arch bridge comprises an upper bridge deck assembly and a lower supporting assembly, the lower supporting assembly comprises a cable rotating saddle, an arch ring assembly and an arch support, the cable rotating saddle is connected to the top of the arch ring assembly, and the upper bridge deck assembly comprises a cable anchoring assembly, a cable, a cable clamp assembly and a bridge deck slab assembly; the two ends of the cable are connected with the corresponding cable anchoring units respectively, the middle of the cable is placed in a cable groove of the cable rotating saddle, each cable clamping unit comprises a clamping part and a connecting part, the clamping parts are used for clamping the cable, the bridge deck assembly is located above the cable, and the bridge deck assembly is connected with the connecting parts of the cable clamping units. The method is suitable for complex terrains such as deep valleys, river valleys and big rivers, temporary facilities such as full framing and cable-stayed buckle hanging needed by a conventional arch bridge scheme are omitted, the workload of temporary measures is greatly reduced, the ecological environment at the bridge site is protected to the maximum degree, and meanwhile the adaptability to the stability of a side slope behind an arch support is good.

Techniques of automated framing for use in the construction of building structures are described. Examples of such structures includes walls, wall panels, roofs, and the like. In one scenario, a robotic automated framing system assists with construction of a building structure. The robotic automated framing system can analyze an architectural plan and determine a project, based at least in part, on the architectural plan. The robotic automated framing system can also schedule a robot to perform the project, and cause the robot to perform at least some of the project.

The utility model belongs to the field of metro construction, and particularly relates to a mixed-matching supporting structure for integral pouring of siding wall columns of a metro open cut station, which comprises a full framing, the full framing comprises a plurality of vertical columns which are vertically arranged in a matrix mode, and a plurality of groups of frame bodies are transversely and fixedly arranged on the plurality of vertical columns. A bottom plate is fixedly mounted at the bottom of the stand column; the moving assembly is arranged at the bottom of the full space support, the full space support is supported through the moving assembly, and the moving assembly drives the full space support to move; the limiting assembly is arranged on the moving assembly, and movement of the moving assembly is limited through the limiting assembly; the whole structure can be conveniently moved to a designated position, a bolt pair is adopted for connection and installation, operation is easy and convenient, and in the construction process, the structure is safe and reliable, and use is convenient.

A method for the construction of a habitable structure. The method including the receiving of a module consisting of four walls, a ceiling, and a floor. Next the method requires the reviewing of a set of shop drawings to determine the required modifications to the module to fabricate at least one bathroom and a kitchen within the interior of the module. The method requires installing framing, plumbing and electrical consistent with the shop drawings and then transferring the module to a job site where it is attached to a pad or a foundation. Next the method requires the constructing of additional living space around the footprint of the module and within the perimeter of the at least one of the pad or the foundation.

The invention discloses a deformation monitoring system, particularly discloses a deformation monitoring system for a full framing formwork vertical rod, and belongs to the technical field of design and manufacturing of road and bridge engineering building construction technological equipment. The deformation monitoring system for the full framing formwork vertical rod is small in manual participation degree, convenient to check and capable of sending out a signal to standard-exceeding deformation at any time. The deformation monitoring system comprises vertical rod bodies arranged in the full framing formwork, the deformation monitoring system further comprises a monitoring base point and a vertical rod deformation composite monitoring real-time alarm device, and the monitoring base point is arranged at the top of the vertical rod body at a specified position; in the working process of the full framing formwork, bending, inclination and settlement deformation of the vertical rod body at the specified position are monitored through the vertical rod deformation composite monitoring real-time alarm device under the cooperation of the monitoring base points, and an alarm signal is sent out when the deformation exceeds the standard.