35 results about "Framing (construction)" patented technology

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 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 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.

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 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.

The invention belongs to the field of cable-stayed bridge steel-concrete composite beam structure construction, and particularly relates to a cable-stayed bridge composite beam mast type deck crane cantilever assembly asynchronous construction method, a sling and a system. Comprising the following steps: (1) asynchronous hoisting and positioning of a steel beam; (2) asynchronous hoisting of a whole bridge deck in a framing manner; and (3) wet joint construction and integral connection: after the steel beam and the bridge deck are mounted, wet joint concrete is poured to form an integral structure of the steel-concrete composite beam. The construction efficiency is improved, the hoisting frequency is reduced through the whole hoisting technology, the construction period is shortened, and the construction efficiency is improved.

The utility model relates to an aluminum alloy roll-over stand for an assembly type building precast concrete house module, which comprises a roll-over support platform, a roll-over support, an operation table support frame, a stair frame and a step ladder, and the roll-over support platform comprises a support seat frame, a left side front hinge column group, a left side rear hinge column group, a right side front hinge column group and a right side rear hinge column group. A gold frame is arranged between the left front hinge column set and the right front hinge column set, and a gold frame is arranged between the left rear hinge column set and the right rear hinge column set. An aluminum bottom plate is arranged at the bottom of the supporting seat frame; a steel plate and a guardrail are arranged on the operation table supporting frame; the strength of the compression-resistant structure is improved, the stability of the structure in use is improved, the prefabricated house module can be conveniently overturned, trimmed, hoisted, loaded and unloaded, the construction safety is improved, and the damage to the prefabricated house module during construction is reduced; an operation table supporting frame, a stair frame and a step ladder are used, so that the product is conveniently trimmed and is matched with hoisting and overturning; and all the components are made of I-shaped aluminum alloy sections, so that the weight is reduced, the use strength is met, and secondary recovery can be realized.

This utility model relates to construction, specifically to frame elements of sliding doors, and can be used as a profile for installing a framing element (facing) of a doorway. The technical result is to simplify installation work when installing the framing profile. The framing profile of the frame structure of a sliding door comprises primary and secondary longitudinal strips arranged opposite each other, connected by a connecting strip. A locking element is formed on the inner surface of each longitudinal strip, enabling contact interaction to form a locking connection with a mating locking element of the starting profile. A support projection is formed on the inner surface of each longitudinal strip, having a contact surface facing the rear side of the framing profile.The connecting strip is curved toward the front side of the framing profile and is connected with one edge to the front edge of the additional longitudinal strip and with the other to the supporting projection of the main longitudinal strip. 5 s.p. f-ly, 2 fig.

The invention discloses a frame body stabilizing and stress counteracting structure for large-span horizontal warehouse prestressed arch slab cast-in-place construction. The frame body stabilizing and stress counteracting structure comprises a full framing, a jacking structure, a reverse pull rod structure and a disc buckle steel pipe back-jacking assembly. The full framing comprises a plurality of rows of vertical rods and a plurality of layers of horizontal rods vertically and horizontally connected with the vertical rods; a vertical reverse pull rod structure is additionally arranged on two layers of horizontal rods on the top between every two adjacent vertical rods in each row; the disc buckle steel pipe back-jacking assembly is arranged above the top-layer frame body of the full framing in a supported mode through a jacking structure. The jacking structure comprises a vertical adjustable U-shaped support and a U-shaped support main beam; the disc buckle steel pipe jacking assembly comprises a disc buckle steel pipe and adjustable bases arranged at the two ends of the disc buckle steel pipe. Each disc buckle steel pipe is transversely arranged on the upper side of the U-shaped supporting main beam in a supported mode, and the two ends of each disc buckle steel pipe abut against ring beams on the two sides of the flat warehouse through adjustable bases. The reverse pull rod structure limits deformation of the frame body through transverse pulling, the disc buckle steel pipe back-jacking assembly counteracts tension stress through rigid transmission, and a composite control system of rigid pulling and flexible counteracting is formed.

In construction, crafts, and the production of utensils and furniture, when joining wood, boards, or iron materials in different directions, it used to be time-consuming, such as using adhesives like glue or bond, or performing joint and connection processing, such as framing and splicing, or drilling holes in the wood and driving in dowels. 【Solution means】By integrating nails in the positive direction and nails in different directions, the wood joining operation such as column-to-column and column-to-board is labor-saving. If this joining nail is used in combination with an adhesive such as glue or bond, the strength of the joint surface will increase. The assembly work of buildings, fixtures, furniture, utensils, etc. is labor-saving. Depending on the construction method, it provides seismic reinforcement.

A construction systems for building a post frame building structure using a rapid framing system. The post frame building structure including a plurality of posts and a wall assembly coupled to said plurality of posts. The wall assembly including an elongated horizontal top member with a first end and a second end, an elongated horizontal bottom member with a first end and a second end, a first end member abutting both the first end of the elongated horizontal top member and the first end of the elongated horizontal bottom member, a second end member abutting both the second end of the elongated horizontal top member and the second end of the elongated horizontal bottom member, a plurality of horizontal girts positioned between the elongated horizontal top member and the elongated horizontal bottom member. The elongated horizontal top and bottom members, first and second end members, and plurality of horizontal girts are coupled to one another using a plurality of coupling plates, and wherein a gap is formed between a lower edge of the elongated horizontal bottom member and the ground, whereby said wall assembly is suspended above the ground.

The utility model relates to the field of bridge engineering, and discloses a prefabricated and assembled UHPC (Ultra High Performance Concrete) box-shaped arch bridge, which comprises two arch seats correspondingly arranged, a plurality of supporting units connected between the two arch seats, and mutually connected to form an arch rib; the stabilizing mechanism is arranged on the skewback, and the stabilizing mechanism is connected with the arch rib; according to the splicing type arch crown section, the arch middle section and the arch foot section, the whole structure is simple and reliable, structural stress is reasonable, meanwhile, installation can be conveniently carried out, the splicing type arch crown section and the splicing type arch foot section are suitable for large-span arch bridges which cannot be constructed through a full framing, and the splicing type arch crown section and the splicing type arch foot section are suitable for large-span arch bridges which cannot be constructed through the full framing. And therefore, the whole construction can be safely and stably carried out, the later maintenance is reduced, and the whole cycle life is prolonged.

This invention relates to the field of building decoration and renovation engineering, and discloses a method and system for integrating pipeline pre-embedding and simultaneous installation of finishes. The method includes: constructing a heterogeneous building information sub-graph containing pipelines, framing, and finishes; dynamically predicting the chain reactions caused by design changes using a graph propagation algorithm; performing intention self-repair operations through a reinforcement learning-driven intelligent agent to adaptively fine-tune on-site deviations; and outputting a collaborative installation plan to guide simultaneous construction. The system includes modules for data acquisition, graph construction, dynamic prediction, self-repair, and collaborative control. Through the above technical solutions, this invention achieves persistent expression of design intent, early warning of conflict risks, and intelligent correction of deviations, improving the one-time completion rate and aesthetic consistency of the renovation.

The invention discloses an orthogonal cable net air film supporting structure for squat silo construction. The orthogonal cable net air film supporting structure comprises an orthogonal cable structure, a lower air bag type film structure, an upper air bag type film structure and a connection matching assembly. And the orthogonal cable structure is fixed on a concrete annular beam of the squat silo. Core components (such as a main cable, an auxiliary cable and a film body) are all prefabricated in a factory and only need to be assembled and hoisted on site, a large amount of high-altitude erecting operation of a traditional full framing is avoided, the hidden danger of high-formwork collapse and high-altitude object falling is reduced from the source, and the construction cost is reduced. The main cables and the auxiliary cables are rigidly fixed through the metal connecting buckles, and cable net dislocation is avoided. Load conduction is optimized, the bearing reliability of the structure is improved, the orthogonal cable net is stressed in a balanced mode, the main cables and the auxiliary cables are perpendicular to each other and attached in a crossed mode, a net-shaped stress system is formed, the load of the conical shell formwork is evenly transmitted to the squat silo concrete annular beam, and local stress concentration is avoided.

The invention discloses a rapid chambering method for a separated interchange, relates to the technical field of highway and municipal engineering construction, and aims to solve the problem that chambering is performed on the separated interchange under the condition that existing road traffic cannot be guaranteed. According to the adopted technical scheme, framing construction is performed, and reverse meshing type fender posts are adopted to serve as supports and bridge abutments; a good supporting effect is achieved on a follow-up main beam; by means of cooperative supporting of the fender posts and the steel sheet piles, the supporting system is high in rigidity, and the foundation pit deformation safety level is high; the soil body height difference between framing construction does not exceed 2.5 m, the active soil pressure is effectively balanced, and the slippage risk is avoided; the soil body stability of the high-fill roadbed at the joint with the bridge abutment is ensured at a lower cost, and the purpose of widening the existing main road or branch road below can be realized under the condition of passing of a single bridge, namely, the scheme of changing the bridge of the partial high-fill roadbed is realized, and the traffic relief is realized.

The utility model discloses a subway station high side wall triangular support large steel formwork supporting structure which comprises a full framing installed tightly attached to the side wall of a lower side wall and a foundation screw reserved at the top of the lower side wall, the top end of the full framing is flush with the top of the lower side wall, and a triangular support formwork is installed at the top of the full framing. The full framing comprises a disc buckle support, profile steel is installed above the disc buckle support, and a steel plate is laid on the profile steel. The triangular bracket template is connected with the foundation screw rod through a connecting assembly; an adjusting lever is mounted at the tail part of one end of the triangular bracket template far away from the high side wall; the foundation screw is embedded in the top of the lower side wall, so that the triangular support formwork of the high side wall can be conveniently installed when the high side wall, exceeding the triangular support formwork, of the top of the lower side wall is poured, meanwhile, the triangular support formwork is supported through the full framing, the position of the triangular support formwork is adjusted in cooperation with the adjusting lever, and the construction efficiency is improved. And the lateral pressure during high side wall pouring can be well resisted, operation is easy, and the workload is small.