784 results about "Structural element" patented technology

Structural support apparatuses, systems, and methods are disclosed herein, where the structural support may include a rod having an upper end and a lower end, a base configured to be operatively coupled with the lower end of the rod and a foundation, and a mount assembly comprising a bracket configured to be operatively coupled with a structural member, and a mount connector operatively coupling the bracket to the upper end of the rod. The mount connector is configured to allow the rod to rotate with respect to the bracket while restricting separation of the bracket from the rod. The structural support apparatus is configured to allow for vertical adjustment of the structure without having to remove the bracket from a structural member of the structure.

The invention belongs to the technical field of image processing, and particularly relates to a casting surface defect detection method and system based on image segmentation, and the method comprises the steps: obtaining a gray-scale image and a brightness background image of a vortex casting to be detected, and calculating the illumination deviation of each position in the image; segmenting the grey-scale map of the vortex casting to be detected by using an Otsu method to obtain a binary image; constructing a circular structural element according to the width of the optical interference region and the resolution of the imaging equipment; performing corrosion operation on the binary image based on the structural elements to generate a structural saliency image; obtaining a defect saliency value by using a product of a gray value and an illumination deviation in the structure saliency map; and calculating a segmentation threshold value based on the statistical characteristics of the defect-free sample, and identifying the position of which the defect saliency value is greater than the segmentation threshold value as a defect point. Through physical constraint and illumination feature fusion, the problem that a dark vortex structure and a real defect are difficult to distinguish is effectively solved, and the detection precision is improved.

The invention discloses a BIM-based building construction monitoring method, and the method comprises the steps: arranging a data collection device at a construction site, and obtaining multi-source data, such as structural members, construction machinery, spatial positions of operators, construction states, safety indexes and environmental parameters; automatically mapping multi-source data to a BIM three-dimensional model through an adaptive coordinate transformation and semantic recognition algorithm, matching the multi-source data with construction plan nodes, and generating a BIM construction state model reflecting a field state in real time; the system automatically compares the model with a construction plan model, identifies a state and calculates deviations such as progress, position, size, quality and safety; the method comprises the following steps: displaying deviation parts and potential safety hazards in a BIM interface in a highlight manner, superposing rectification suggestions, issuing a construction adjustment instruction confirmed by a manager to a field terminal, and storing monitoring, comparison, early warning and processing records in a database according to a time sequence to form a digital file; and real-time intelligent monitoring and visual management of construction progress, quality and safety are realized.

The invention relates to the technical field of structural analysis, and provides a structural model generation method and device based on an architectural drawing, equipment and a medium, which can reconstruct a line unit of a basic architectural drawing according to a line type assignment rule so as to realize visual distinguishing of component information. The drawing exchange format file processing library is called to accurately extract drawing information of the target architectural drawing and write the drawing information into the dictionary, so that hierarchical management and control of information can be realized, and component information confusion is avoided; each structure model standard layer is created according to the building drawing information file and the modeling information file, nodes are added to each structure model standard layer based on a node duplicate removal mechanism, and efficient node creation can be realized on the premise of avoiding repetition; structural component modeling is carried out on the basic framework according to the modeling information file and the pre-processing parameter file, pre-processing parameter configuration and model data engineering output processing are carried out on an initial structural model to obtain a target three-dimensional structural model, and therefore accurate modeling of the three-dimensional structural model is automatically achieved.

The utility model relates to a sliding shock insulation modular building which comprises a module group forming a building main body. The building foundation is used for bearing the module group; the sliding layer is arranged between the module group and the building foundation and comprises an upper sliding interface and a lower sliding interface which are fixedly connected with the bottom of the module group and the top of the building foundation respectively, and a sliding medium arranged between the upper sliding interface and the lower sliding interface; and the sliding starting control part is connected with the module group and the building foundation and is used for controlling the sliding starting state. Compared with the prior art, the earthquake response of an upper modular building can be reduced, non-structural members in the modules can be protected, the module units are lighter in design, the connection between the adjacent modules is simpler, and the connecting structure adapts to the characteristics of various layouts and stress; the anti-seismic performance of the modular building is improved through simple sliding seismic isolation measures which are low in manufacturing cost and convenient to construct.

The utility model discloses a double amplification energy consumption mechanism used between railway pier beams and a railway, comprising a rotation amplification device, one end of which is arranged at the bottom of a main beam and the other end of which is arranged on a pier; one end of the bridge-type amplifying device is connected with the rotary amplifying device, the other end of the bridge-type amplifying device is connected with a bridge pier lug plate, and the end of the bridge pier lug plate is arranged on the bridge pier; the self-resetting energy consumption damping device is arranged in the bridge type amplifying device; the self-resetting energy dissipation damping device comprises a self-resetting assembly and an energy dissipation assembly, and the self-resetting assembly and the energy dissipation assembly are of an integrated structure. According to the mechanism, through mutual cooperation of the rotation amplifying device, the bridge type amplifying device and the self-resetting energy dissipation damping device, the energy dissipation capacity of a bridge structure is improved, the relative displacement between a pier and a pier beam is reduced, structural resetting after an earthquake and energy consumption in the earthquake are achieved through self-resetting energy dissipation, damage to components of a bridge main body structure is avoided, and the service life of the bridge is prolonged. Damage control and post-earthquake function restorability of the bridge structure are achieved.

The invention discloses a steel structural member laser cutting and welding integrated device which comprises a positioning conveying mechanism, a welding mechanism, a laser cutting mechanism and a finished product conveying mechanism, the positioning conveying mechanism comprises a positioning machine table, a positioning conveying assembly and a positioning rack, the positioning conveying assembly is arranged on the positioning machine table, and the welding mechanism is arranged on the positioning rack. The positioning machine table is fixedly connected with a positioning machine frame, then, one side of the positioning conveying mechanism is provided with a welding mechanism, the welding mechanism is used for welding the abutting positions of a web and a wing plate to form H-shaped steel, one side of the welding mechanism is provided with a laser cutting mechanism, and finally, one side of the welding mechanism is provided with a finished product conveying mechanism. The invention relates to the technical field of steel structure component production equipment, and has the characteristics that splicing, welding and cutting are integrated, so that the component production efficiency is improved, and the excellent component quality is ensured.

The utility model discloses a circular working well main body structure which comprises a cylindrical hollow side wall, a top plate located at the top is arranged at the upper end of the side wall, a bottom plate located at the bottom is arranged at the lower end of the side wall, #-shaped crossed internal partition walls are arranged in the internal space of the side wall, and the internal partition walls divide the internal space. And four shield launching and receiving holes are reserved in the lining wall on the inner side of the side wall. According to the utility model, the inverted circular lining wall and the enclosure structure form a superposed side wall, the support rigidity of an internal #-shaped crossed longitudinal and transverse beam (wall) system is large, and structural members are permanently and temporarily combined, so that the stability of the multi-hole structure of the ultra-deep circular working well is enhanced, and the formation deformation is effectively controlled. The longitudinal and transverse beam (wall) system is reasonable in space layout, plate span is reduced, a self-balancing space stress system is formed, the thickness of the top plate and the thickness of the bottom plate are small under the condition of large burial depth, the plate face is flat, arching is not needed, construction is convenient, and space utilization is reasonable.

The invention discloses a steel structural member displacement welding machine assembly, and relates to the technical field of steel structural member welding, the steel structural member displacement welding machine assembly comprises a track seat, two U-shaped supporting seats distributed left and right are arranged on the track seat, C-shaped sliding frames are rotatably connected to the U-shaped supporting seats through gear transmission mechanisms, and reinforcing parts are arranged on the C-shaped sliding frames; a feeding driving piece and a locking piece are arranged on the inverted-L-shaped frame, and a damping piece and a rotating driving piece are arranged on the feeding driving piece. The clamping device has the advantages that through cooperation of the C-shaped sliding frame, the clamping part and the reinforcing part, a workpiece to be machined is limited and clamped, the positions of the clamping part and the workpiece to be machined are locked, and the clamping stability of the C-shaped sliding frame and the clamping part is improved; the workpiece to be machined is clamped in a surrounding mode from the longitudinal dimension and the transverse dimension, and the clamping stability is further improved; and the damping effect of the damping piece is matched with rigid supporting and clamping of the C-shaped sliding frame and the clamping part, the stability during welding machining is improved, and then the welding quality is improved.

A deployable shoe sole transitioning between a compacted state and a deployed state, incorporating a deployable structure with a first and second structural element hingedly connected to enable movement in a deployment direction. The first and second structural elements include congruent abutment surfaces that abut in the deployed state to limit further movement, ensuring stability under load. In the compacted state, the abutment surfaces form an angle to reduce the sole's volume.

The invention relates to a side door assembly for a motor vehicle, comprising: a side frame (2) defining a door opening (7), on which side frame a side door (1) movable between a closed position and an open position is supported; and a catching device (14) comprising a mandrel element (15) arranged on the side frame side and a door-side receiving element (21) arranged on the structural component (8) of the side door (1), which mandrel element and receiving element engage with each other in the event of a deformation of the side door (1) due to an accident caused by a side impact. In order to create a side door assembly, the catch device (14) of which is not adversely affected when a vehicle occupant gets on and off, it is provided according to the invention that the mandrel element (15) is arranged behind a trim part (16) of the side frame (2) and penetrates the trim part in the event of a deformation of the side door (1) caused by an accident due to a side impact, the door-side receiving element (21) is arranged on the door-side receiving element (21).

The invention discloses a BIM (Building Information Modeling)-based steel structure hoisting path optimization method and optimization system. The method comprises the following steps: S100, constructing a three-dimensional construction scene model comprising a steel structure component, a tower crane and a civil engineering structure by utilizing BIM software; and S200, carrying out hoisting path simulation based on the tower crane operation parameters and the component hoisting sequence, and observing a motion track and a spatial relationship. According to the method, hoisting path simulation and component stacking position optimization are carried out through the BIM technology, a reasonable hoisting path and a component stacking scheme are planned in advance, on-site secondary reshipment is reduced, construction delay caused by unreasonable paths or disordered component stacking is avoided, the steel structure hoisting construction efficiency is remarkably improved, and the construction cost is reduced. Through the collision detection algorithm, the collision risk between the steel structural member and obstacles such as a tower crane and a civil engineering structure can be found in time in the simulation process before construction, avoidance is carried out by adjusting the hoisting path, the collision accident rate in actual construction is effectively reduced, and the construction safety is improved.

A system for adaptive coupling of two structural members comprises a first eccentric hollow bush having a cylindrical outer surface and a cylindrical inner hole with an axis that is eccentric relative to the first-bush outer surface, and a second eccentric hollow bush having a cylindrical outer surface and a cylindrical inner hole having an axis that is eccentric relative to the second-bush outer surface. When the system is in an unlocked and assembled state, the second bush is disposed within the inner hole of the first bush such that its outer surface faces the first bush inner hole, the first bush is inserted in respective opposing fixturing holes of the two structural members such its outer surface faces the fixturing holes, and the first second bushes are respectively rotatable about the first and second eccentric axes.

The invention discloses a frame structure design method based on rigidity reduction. The method comprises the following steps that 1, rod end bending moments Mb and Mc and axial force Nc of frame beams and columns are obtained through calculation; step 2, obtaining actual reinforcement areas Asb0 and Asc0, section sizes and concrete strength of frame beams and columns; 3, the equivalent stiffness Kb1 of the frame beam is obtained through calculation according to the formula Kb1 = Mb0.75y / phi b0.75y; 4, the equivalent stiffness Kc1 of the frame column is obtained through calculation according to the formula Kc1 = Mc0.75y / phi c0.75y; 5, comparing the equivalent stiffness of the frame beam and the frame column with the initial flexural stiffness, and ending after the deviation is less than or equal to 15%; 6, calculating a shear force design value of the frame beam, calculating stirrups needing to be configured for the frame beam, and rechecking a shear-resistant section; and 7, calculating a shear force design value of the frame column, calculating stirrups needing to be configured for the frame column, and rechecking a shear-resistant section. Compared with the prior art, an overall calculation model of the frame structure is established, the real rigidity of a structural member is obtained through multiple iterations, section reinforcement is optimized, and the reinforcement amount is reduced; and the overall anti-seismic performance is improved.

A building facade system is provided with a unified anchor assembly having an anchor member. The anchor member has a blade portion, an anchor fist and an anchor fork. The blade portion has a head at the proximal end, a lateral surface having serrations and a slotted opening. The anchor fist has a channel and a flange, the channel receives the head of the blade portion to slide within the channel. The anchor fork has tines defining a slot with an opening therebetween and a serrated surface to engage the serrations of the blade portion. Upon installation onto a building, the anchor fork is seated on an upwardly extending flange of a structural member affixed to a building floor slab. The anchor fist is secured to a vertical mullion by shear connection made by fasteners coupling the flange of the anchor fist to a lateral surface of the mullion.

The present disclosure provides a vehicle structural member. A vehicle includes a frame having a longitudinal rail and a structural member supported by the frame. The structural member includes a front bracket joined to the stringer and having an arm extending outwardly away from the stringer. The structural member also includes a curved elongate member having a first end connected to an outer end of the arm and extending rearwardly therefrom to a second end spaced from the stringer. A rear bracket of the structural member is connected to the stringer and defines a slot that receives the second end of the curved elongate member therein. The width of the slot is wider than the width of the second end such that the second end can slide rearward within the slot.

Lightweight composite building panels with incorporated drainage layer that facilitates moisture removal and methods of manufacturing and using lightweight composite building panels with incorporated drainage layer. The lightweight composite building panels with incorporated drainage layer can be used to applied a desired finish to exterior wall and roof structures. The lightweight composite building panels include a core composite panel structure and a drainage layer attached or bonded thereto. The core composite panel structure includes a foam core sandwiched between first and second protective layers, such as a fiber mesh reinforced cementitious composition and / or cured thermoset resin or other rigid material. The drainage layer is designed to face an exterior wall or roof structure to facilitate removal of moisture between the panels and underlying wall or roof structure. The building panels can be cut, drilled, and screwed, nailed, or glued to structural elements of buildings, such as OSB sheathing.

The invention discloses a mounting method of a liftable isolation bearing, which comprises the following steps: pre-burying and fixing a positioning plate on a lower structural member, and enabling the central position of a placing groove and a notch plane to meet preset coordinate and levelness requirements; and the support body is hoisted to the position above the positioning plate, and the shear key is inserted into the containing groove under guiding, so that alignment of the shear key and the containing groove is completed. Torque is applied to connecting bolts arranged between a lower flange plate and a positioning plate in a staged mode according to a preset sequence, the vertical gaps between the bottom face of the lower flange plate and the upper surface of the positioning plate are actually measured at multiple positions after fastening, the bolt fastening state is adjusted according to the vertical gaps, and closed-loop control of torque control, gap measurement and bolt adjustment is formed. And the lift-off gap is accurately controlled within a millimeter-level allowable deviation range of a designed lift-off gap value.

A support member for routing fluid or electrical lines within structural members comprises a conduit having a wall that defines a passage configured to receive at least one line. The passage within the conduit is configured to permit free movement of the at least one line along a longitudinal axis of the conduit. Further, the support member comprises a plurality of longitudinal slots formed in a wall of the conduit and configured to define, in an expanded state of the support member, a plurality of arms radially extending from the conduit and spaced apart from each other about a circumference of the conduit. The support member may be configured for deployment within a structural member of a vehicle, including but not limited to an axle of the vehicle.

Techniques are described for automated operations to analyze visual data from images acquired in multiple rooms of a building to generate building information that may include a floor plan for the building, such as by analyzing visual overlap between those images to determine information that includes global inter-image pose and locations of walls and optionally other structural elements, and by using the generated building information in further automated manners. In some situations, the described techniques include using a combination of a trained diffusion transformer machine learning model and a bundle adjustment optimizer to determine global inter-image pose and wall location data and to use that data to generate a resulting floor plan for the building, such as to operate in parallel or with the bundle adjustment optimizer as a layer within the diffusion model that provides guidance for its automated determinations.

The invention discloses a hydraulic clamp for automobile die castings, which belongs to the technical field of automobile die castings and comprises a base provided with a positioning protrusion. The number of the fixing supporting pieces is three, the fixing supporting pieces are installed on the positioning protrusion, the three fixing supporting pieces form an equilateral triangle layout on the positioning protrusion, and the automobile die casting is fixedly supported; and the floating supporting pieces are installed on the positioning protrusions and used for supporting the automobile die casting in a floating mode, the fixed supporting pieces are arranged along the edge of the cavity, and the floating supporting pieces are oppositely arranged in the positioning protrusions. According to the hydraulic clamp for the automobile die casting, precise positioning of the automobile die casting is achieved, the positioning precision is high, the stable machining requirement of the automobile die casting is met, the structure is stable and reliable, all structural elements are high in standardization degree and convenient to manufacture, install and maintain, the automobile die casting can be usually and rapidly placed in and taken out, and the operation efficiency is improved.

A device for use with a wood-based structural element having an outer surface and inner surfaces defining a T-slot, wherein the T-slot has a central section that is open at the outer surface, and has a pair of undercut sections projecting from opposite sides of the central section, and the inner surfaces of the structural element include a pair of inner surfaces facing inward, the device comprising: a T-nut having an outer portion receivable in the central section of the T-slot, a screw-threaded bore, and an inner portion with a pair of clamping surfaces projecting from opposite sides of the outer portion; wherein the bore has a nominal cross-sectional area for receiving a threaded fastener, and the clamping surfaces on the T-nut have a combined surface area of about 10 times the cross-sectional area of the bore; and wherein the T-nut is configured for use with a wood-based structural element.

The invention relates to a system for determining the compaction of a flowable, solidifiable building material, in particular concrete, during the production of a structural element with the building material, wherein the flowable building material is introduced into a formwork system (10), comprising: at least three sensors (S1, S2, S3) to determine an amplitude (A S1 , A S2 , A S3 ) a vibration introduced into the flowable building material by a vibration unit (VE), wherein the sensors (S1, S2, S3) are arranged on the formwork system (10), at least one computing unit that is set up to perform calculations based on the amplitudes (A) determined by the at least three sensors (S1, S2, S3). S1 , A S2 , A S3) to calculate possible positions (D1, D2, D3) of the vibration unit (VE) relative to the respective sensors (S1, S2, S3) and, based on this, to triangulate the current position of the vibration unit (VE) relative to the formwork system (10), a documentation unit for documenting the dwell time of the vibration unit (VE) in the respective current positions of the vibration unit (VE) relative to the formwork system (10), the computing unit determines a calculated compaction value in the respective current positions based on the respective current positions of the vibration unit (VE) and the documented dwell time in the respective current positions.

The present invention provides a joint structure for structural members that can reduce component costs and increase axial adhesion strength. [Solution] The joining structure for a pair of frame members (column body members 4-4) arranged in a straight line comprises a concrete connecting block 5 placed between the pair of frame members (4-4), a plurality of metal connecting rods 7 having an embedded intermediate portion 7a embedded in the connecting block 5 so as to penetrate the connecting block 5, and a pair of extended ends 7b with male threads 8 extending in both directions from the connecting block 5 to connect the frame members (4-4), and an adhesion force enhancing portion (nut 9) provided on each of the connecting rods 7 to enhance the axial adhesion strength to the connecting block 5.

The utility model provides a spraying device for surface treatment of a steel structural member, which comprises a base, a first support plate and a second support plate which are symmetrically mounted at two ends of the upper end face of the base respectively, clamping components mounted on the inner sides of the first support plate and the second support plate respectively and used for clamping and fixing the steel structural member, and a mounting bracket, the installation supports are installed on the two sides of the base, the transverse sliding rails are installed on the inner sides of the top ends of the installation supports, and the spraying assemblies are connected to the transverse sliding rails in a sliding mode. The spraying device is novel in structural design, the surface of the steel structural component can be evenly sprayed, the labor cost is reduced, the spraying efficiency is improved, and then the machining quality of the steel structural component is improved.

This invention provides a method for constructing a stiffness equivalent model of a porous laminated structural member, including: S1, obtaining the unit cell characteristic size parameters of the pores on the laminates; S2, constructing a unit cell solid model of the laminates; S3, constructing a unit cell solid finite element analysis model of the laminates; S4, preprocessing the unit cell solid finite element analysis model; S5, calculating the stiffness equivalent modulus of the laminates at different temperatures; S6, repeating steps S1 to S5 to calculate the stiffness equivalent modulus of all laminates in the porous laminated structural member in each direction at different temperatures; S7, performing integrated boundary processing on the stiffness equivalent modulus calculated in step S6 to construct the stiffness equivalent model of the porous laminated structural member. This method can simplify porous laminated structural members into non-porous laminated structural models, effectively reflecting the mechanical properties of porous laminated structural members, while significantly improving computational efficiency and accuracy, and has broad engineering application prospects.

The invention relates to a composite structural member for an aircraft, an aircraft component, an aircraft, a method of forming a composite structural member by resin transfer molding and a method of designing a composite structural member. The composite structural member has a ramp region and comprises a plurality of composite plies arranged one on another in a thickness direction; wherein, in the ramp region, the composite plies comprise at least a first subset of composite plies and a second subset of composite plies, each subset comprising a plurality of composite plies; and wherein the second subset of composite plies is staggered in a ramp direction relative to the first subset of composite plies, the staggering resulting in a flat surface region on the second subset of composite plies which is suitable for use in use to seat a fastener thereon.

The invention relates to a fastening arrangement (3) for fastening a lighting device (4), which is designed to illuminate at least one partial region of the surroundings (2) of a vehicle, to a structural element (5) of the vehicle, in which fastening arrangement the lighting device (4) is fastened to the structural element (5) by means of a fastening device (6), the fastening device (6) having a first through-opening (10) of the structural element (5), the lighting device (4) passes through the first through-opening (10) of the structural element such that a first partial region (TB1) of the lighting device (4) is arranged on a rear side (11) of the structural element (5) facing away from the surroundings (2) and a second partial region (TB2) of the lighting device (4) is arranged on a front side (12) of the structural element (5) facing the surroundings (2). According to the invention, a pressing element (13) is arranged on the rear surface (11), said pressing element being connected to the first partial region (TB1) and being pressed against the rear surface (11) such that the second partial region (TB2) is pressed against the front surface (12).