22 results about "Framing (construction)" patented technology

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.

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 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.

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.

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.

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.

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 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.

A modular, free-standing deck framing system is disclosed that eliminates the need for a ledger board attachment to a building (house), yet retains the stability required for home construction standards. If desired, the sheet metal framing system may be attached to an existing building using metal ledger beams in combination with conventional metal brackets and fasteners. Various embodiments of the inventive framing system further include the capability to supplement the deck with a sheet metal pergola structure, including the capability of orienting the pergola slats (also referred to in some instances as “louvers”) for optimum shading capabilities.

The invention discloses a framing discontinuous construction method for a steel dam gate, which comprises the following steps: framing construction is adopted, a left part and a right part are divided into a first period and a second period, a flood season is arranged between the first period and the second period, and flood season structure construction is carried out after the first period structure construction is completed, so that the safety flood season of a first-period built structure is protected and preparation is made for second-period cofferdam precipitation; the construction method comprises the following specific construction steps: S1, determining a left and right construction boundary line and a construction sequence; s2, first-stage construction; s3, flood control structure construction; s4, ending the first-stage construction; s5, second-stage construction; wherein the flood control structure in the step S3 comprises a junction protection part, a water interception curtain, a thickened cushion layer, a concrete strip, a concrete panel, a blind ditch and a water collecting well. According to the method, the built structure of the right part can be effectively and fully protected, safe flood fighting can be achieved, the settlement volume of the junction of the left part and the right part is continuously monitored so that structure parameters can be timely adjusted during left part construction, and the problem that water cannot be pumped and drained due to the fact that the left part cofferdam is partially built on a gabion section and a riprap section is solved.

Drywall framing member (1) for constructing the framing and / or studding of a drywall construction (10), comprising longitudinal drywall panel sections (2a, 2b, 2c) fastened together to form an elongated profiled element, wherein the drywall framing member (1) comprises at least one inner section (9), which in a transversal cross-section (1a) of the drywall framing member (1) is only partially encompassed by the drywall panel sections (2a, 2b, 2c) and thereby adjoins an opening section (9a).

The utility model relates to a post-cast strip PVC pipe mold concrete independent column supporting structure, and belongs to the technical field of post-cast strip construction, the post-cast strip PVC pipe mold concrete independent column supporting structure comprises a pipe tool, a supporting column and a supporting frame, the pipe tool is arranged below a post-cast strip part in a communicating mode, and the supporting column is formed by pouring concrete into the pipe tool when bottom plate concrete is poured; the supporting frame is erected on the post-cast strip part after the full framing is dismantled so as to support the post-cast strip part. The post-cast strip supporting frame has the advantages that the occupied time of the post-cast strip supporting frame is shortened, the erecting amount of the post-cast strip supporting frame can be reduced, and the problem that the labor cost is increased due to the fact that the occupied time of a bottom plate post-cast strip supporting frame material is long is solved.

A chalk-line layout anchoring device is provided. The device is comprised of a portable and stable tool for single-user layout operations in construction environments, comprising a planar weighted base for resisting chalk line tension, and equipped with a mounting structure for optional fastening. The base features a non-slip bottom surface for adherence to various substrates, a handle with an ergonomically designed grip area for repositioning, and multiple receiving points along its side configured to secure chalk line hooks at common framing intervals marked with visible alphanumeric indicators. Additional components may include a tape measure retention structure facilitating accurate solo measurements and alignment aids such as bubble levels or laser modules to support precision in layout orientation.