1145 results about "Shaped beam" patented technology

The invention discloses a rod type six-component high-precision trace rolling moment wind tunnel balance and a measurement method, and belongs to the technical field of aerospace force measurement test power measurement. According to the invention, the problems of large processing difficulty, long processing period and incapability of meeting aviation tests in research and development of micro rolling moment balances at present are solved. A longitudinal column beam, a transverse column beam and a roll-on *-shaped beam are connected between a front cone and a combined element and between a rear cone and the combined element respectively, a resistance beam is arranged on the combined element, the thickness range of sheet beams of a multi-sheet structure of the longitudinal column beam is 0.5 mm-0. 8mm, the gap range of the sheet beams is 0.5 mm-1mm, the thickness range of sheet beams of a multi-sheet structure of the transverse column beam is 0.5 mm-0. 8mm, and the gap range of the sheet beams is 0.5 mm-1mm. According to the rod type six-component high-precision trace rolling moment wind tunnel balance and the measurement method, rolling output is effectively increased, and matching output of small rolling moment and loads in other directions is achieved.

The invention discloses a rail transit U-shaped beam wall-mounted pipeline type ballastless track maintenance system which comprises a plurality of telescopic supporting units arranged at intervals in the length direction of a ballastless track, a plurality of maintenance spraying pipes arranged side by side are installed between the telescopic supporting units, the maintenance spraying pipes are located above the ballastless track, and the telescopic supporting units are connected with the maintenance spraying pipes. The two ends of each maintenance spraying pipe communicate with the water inlet pipe system and the communicating pipe system correspondingly, the inlet end of the water inlet pipe system communicates with the water storage tank through the pressure water pump, and the telescopic supporting units stretch across the two sides of the U-shaped beam. The ballastless track can be effectively subjected to spraying maintenance operation, the purpose of maintaining different areas in the transverse direction of the ballastless track is achieved, spraying maintenance sufficiency is ensured, evaporation of local moisture of the ballastless track is made up, the situation of excessive water supplementing is avoided, and the purpose of overall moving can be achieved. The device is suitable for the technical field of watering maintenance of the ballastless track on the U-shaped beam.

The invention discloses a device and method for measuring dust concentration distribution at an inlet of an aero-engine, and belongs to the field of aero-engine sand swallowing tests, the device comprises a pulse laser light source, a shaping module, an optical image acquisition module and a data post-processing module, the pulse laser light source is arranged at a preset position around the aero-engine and is used for emitting laser beams, and the shaping module is used for shaping the laser beams; the aero-engine is located in a sand dust environment to be detected; the shaping module is used for receiving the laser beam and outputting a sheet-shaped beam; the optical image acquisition module is used for receiving coherent scattered light emitted by the grit in the irradiation area of the flaky light beam to form a laser speckle image, and transmitting the obtained laser speckle image to the data post-processing module; and the data post-processing module processes the laser speckle image by adopting an inlet sand dust concentration measurement algorithm to obtain the concentration distribution of the inlet sand dust of the aero-engine. The device is simple in structure, and is suitable for measuring the sand dust concentration distribution at the inlet in the sand swallowing experiments of aero-engines with different sizes or stages.

The invention discloses a capacitive small six-dimensional force sensor, an optimization design method and a six-dimensional force decoupling method.The sensor comprises a three-T-shaped beam type elastic body, a lower electrode plate, an upper electrode plate and a base, the three-T-shaped beam type elastic body converts external six-dimensional force into displacement changes, the upper electrode plate is connected with the elastic body, the upper electrode plate and the lower electrode plate form six sets of opposite electrodes, and the three-T-shaped beam type elastic body is connected with the base. Comprising three groups of horizontally arranged electrodes and three groups of vertically arranged electrodes to form six groups of parallel plate capacitor structures. When the sensor is subjected to external force, deformation of the elastic body drives the upper electrode plate to generate displacement, a capacitance value is changed, and force information is converted into six capacitance signals to be output. The sensor is compact in design and small in size, and can be conveniently integrated into narrow spaces such as robot fingertips. Based on a capacitance measurement principle, the sensor has excellent dynamic response performance and can quickly respond to external force change. The sensor has high sensitivity, rigidity in all directions is consistent, the coupling effect of force is effectively reduced, and high-precision six-dimensional force decoupling is achieved by combining a decoupling algorithm.

The invention discloses a weight-constrained array antenna shaped beam gain optimization method and device, and the method comprises the steps: setting an array structure and target shaped beam parameters according to a set target; according to the relational expression of the weight and the directivity coefficient, constructing a shaped beam maximization directivity coefficient weight optimization model; obtaining an initial array weight according to the main lobe width of the target beam; solving and optimizing variables in the optimization model through an alternating direction multiplier method to obtain an optimization result, calculating an original error of the variables according to the result, and obtaining a maximum value of the original error through calculation; comparing the original error with a set error threshold, if the original error is smaller than the set error threshold, stopping iteration, and outputting a final array element weight; and if the original error is not smaller than the set error threshold, iteratively calculating the original error until a set iteration frequency is reached, and outputting a final array element weight. According to the invention, the main lobe gain can be improved and the amplitude dynamic range ratio can be reduced while the beam shape is satisfied.

The invention discloses a low-coupling biaxial silicon micro-resonant accelerometer. The low-coupling biaxial silicon micro-resonant accelerometer comprises an upper-layer micro-accelerometer structure and a lower-layer glass substrate with a signal lead, the micro-accelerometer structure is composed of two separated mass blocks, two pairs of identical tuning fork resonators and eight identical primary amplification levers. The two separated mass blocks are fixed on the same group of anchor points through U-shaped beams in different directions and are respectively used for measuring the acceleration of X / Y axes, and the whole structure is in a symmetrical figure. The four tuning fork resonators are distributed in a central symmetry mode and used for detecting the acceleration of the X axis and the acceleration of the Y axis. The X-axis and the Y-axis adopt the separated mass blocks, the sensitive mass blocks of the X-axis and the Y-axis are not connected, complete decoupling of the two detection axes is achieved, the lever structure can effectively amplify inertia force generated by the mass blocks, the sensitivity of the accelerometer is improved, and high-precision double-axis acceleration measurement is easy to achieve.

The invention discloses a compact multipurpose proton beam system, belongs to the field of radiotherapy, and solves the problem that a treatment terminal of an existing proton beam system is single in type and not compact enough. The superconducting isochronous cyclotron system is connected to the two-way selection system through the beam adjusting system, the two-way selection system comprises a two-way dipole magnet and two branch selection systems, and the two branch selection systems are connected to the rear end of the two-way dipole magnet in parallel. The system also comprises a beam transport system, and the beam transport system is composed of a first treatment terminal section, a second treatment terminal section and a third treatment terminal section. One branch selection system is connected to the fixed experiment beam transport system through the first treatment terminal section, the other branch selection system is connected to the fixed pen-shaped beam transport system through the second treatment terminal section, the third treatment terminal section is a branch of the second treatment terminal section, and the third treatment terminal section is connected to the rotary beam transport system. According to the invention, the beam irradiation of the multi-type and multi-purpose treatment terminal is realized by utilizing the design of a bidirectional selection system.

The invention discloses a fabricated building module anti-seismic connection node structure, which relates to the field of fabricated buildings, is used for connecting beam columns and I-shaped beams, and comprises two connection plates symmetrically mounted at the end parts of the I-shaped beams; the fixing base is fixedly installed on the beam column, two symmetrically-arranged bearing parts are arranged on the fixing base, inserting grooves allowing the connecting plates to be inserted are formed in the bearing parts, and the connecting plates are connected with the bearing parts through bolts; the N first friction pieces are arranged between the two bearing parts; the first friction pieces and the second friction pieces are distributed in a staggered mode to form a friction contact face, during an earthquake, displacement of the beam column and the I-shaped beam forces the first friction pieces and the second friction pieces to slide relatively, kinetic energy is converted into heat energy to be dissipated, meanwhile, the N first friction pieces and the N + 1 second friction pieces are staggered to form multi-point friction, and the friction contact face is formed. The energy consumption efficiency is gradually increased along with the displacement magnitude, the anti-seismic energy consumption capacity of the structure is greatly improved, and damage of an earthquake to a building structure is effectively reduced.

The invention discloses a method and a device for analyzing nonlinear vibration characteristics of a three-dimensional snakelike structure, and the method comprises the steps: modeling a three-dimensional piezoelectric snakelike extensible structure into a beam, and obtaining a three-dimensional snakelike beam model; wherein the three-dimensional piezoelectric snakelike extensible structure and the three-dimensional snakelike beam model are of a bow-shaped structure formed by sequentially overturning a plurality of L-shaped units in the direction of one side of the L-shaped units and sequentially connecting the L-shaped units end to end in the direction of the other side of the L-shaped units; kinetic energy and potential energy of the three-dimensional snake-shaped beam model are determined; determining a control equation of the three-dimensional S-shaped beam model according to the kinetic energy and the potential energy; and determining a dynamic response equation based on the control equation so as to determine the vibration characteristics of the three-dimensional S-shaped beam model. The problem that in the prior art, research on the vibration characteristics of the three-dimensional piezoelectric snakelike extensible structure is lacked is solved, the vibration characteristics of the three-dimensional piezoelectric snakelike extensible structure can be analyzed, and theoretical guidance is provided for application of the three-dimensional piezoelectric snakelike extensible structure.

The invention discloses a composite material T-shaped beam forming method in the technical field of aviation, a forming die, a laying die and a bottom face forming die which are arranged in a split mode and can be combined are adopted, forming is conducted through a secondary hot-pressing curing process, and the method comprises the following steps that S1, preforming and R corner prefabricating are conducted, the independently-prefabricated prepreg core material is positioned in a T-shaped beam R-angle area formed after the prepreg core material and the T-shaped beam R-angle area are oppositely combined; and S2, first-time mold closing and pre-curing are carried out, specifically, the laying mold and the forming mold are oppositely closed, lateral auxiliary positioning is carried out through the bottom face forming mold, locking and fixing are carried out through a positioning pin and a clamping piece, and first-time hot-pressing curing is carried out on a combined body obtained after mold closing. According to the method, the independently prefabricated core material which is subjected to heat-sealing, pressing and pre-curing is filled in the R-angle area, and a secondary hot-pressing process of pre-curing and final curing is matched, so that sufficient pressure transmission and tight laying of the R-angle area are ensured, the defects of layering, bridging and the like are effectively avoided, and the percent of pass of nondestructive testing of products is remarkably improved.

The invention relates to the technical field of beam feeding of special-shaped beams, in particular to an F-beam feeding method which comprises the following steps that S1, a heightening joint is additionally arranged below each reverse supporting assembly of a middle supporting leg, and a lengthened main truss is installed on a main beam; s2, a block C is conveyed forwards, and after the front end of the block C penetrates through a rear supporting leg, a front hoisting trolley is controlled to be aligned with the hoisting point position of the front end of the block C; s3, the front crane carriage lifts the front end of the C block, and the distance between the highest position of the shoe-shaped gold ingot cross beam and the bottom face of the C block is larger than or equal to 10 cm; s4, the front hoisting trolley and the rear beam transporting trolley move forwards together, and the height from the highest position of the shoe-shaped gold ingot cross beam to the bottom face of the block C is kept to be larger than or equal to 10 cm all the time; s5, the rear hoisting trolley hoists the rear end of the block C until the block C is horizontal; and S6, the front hoisting trolley and the rear hoisting trolley jointly hoist the beam to move forwards to complete beam feeding. According to the beam feeding method, the risk that the C block collides with the shoe-shaped gold ingot cross beam is reduced.

The invention discloses an I-shaped column-full dry type connection RC beam column joint and a connection method, and belongs to the technical field of building structure engineering. The joint comprises a prefabricated I-shaped column, a stepped beam, a shear connector and a U-shaped connecting steel plate. A long bracket and a short bracket are respectively arranged at the top and the bottom of the I-shaped column; the end part of the step-shaped beam is in an inverted step shape and is provided with an extending section; the shear connector is a long-strip-shaped steel member provided with a screw rod; and the U-shaped steel plate is provided with screw holes which are respectively matched with the shear connector and the beam end screw. During connection, rapid assembly is achieved in the mode that the brackets of the upper column and the lower column are in lap joint, shear key grooves are interlocked, the shear connectors penetrate into the square holes, the beam bodies are supported on the combined brackets, and finally the U-shaped steel plates are used for anchoring. According to the joint, complete dry type operation is achieved, cast-in-place concrete and steel bar welding are not needed, the construction efficiency is remarkably improved, wet operation is reduced, loads can be borne after installation, the overall performance is reliable, and the development requirement of fabricated buildings is met.

The invention discloses a tunnel segment joint quality high-precision detection method and system based on an image stabilization mechanical arm. The device comprises a circular track patrol platform, the self-adaptive image stabilization mechanical arm and a macro-micro fusion detection module. The circular rail cruising platform comprises a cruising platform pedestal and a guide rail, the guide rail is installed on an H-shaped beam at the tail of the shield tunneling machine through a cushioning connecting piece, the guide rail is of a circular structure and is located in the shield tunneling machine, and the cruising platform pedestal is arranged on the guide rail and can move in the circumferential direction of the guide rail; one end of the self-adaptive image stabilization mechanical arm is mounted on the cruising platform pedestal, and the macro-micro fusion detection module is mounted at the other end of the self-adaptive image stabilization mechanical arm, so that the macro-micro fusion detection module synchronously moves along with the cruising platform pedestal and is arranged facing a joint of a segment to be mounted and a mounted segment. The invention relates to the technical field of tunnel construction, and can solve the problems of low efficiency, high risk and lagging of manual detection and large interference, low precision and poor flexibility of fixed equipment detection in the prior art.

The invention relates to the technical field of shield tunneling machine disassembly, and particularly discloses a modular disassembly, disassembly tool and method for a shield tunneling machine in a tunnel. The tool comprises a tool body, the tool body comprises an upper mounting frame and a lower mounting frame, and a support is arranged between the upper mounting frame and the lower mounting frame; two lifting plates are arranged on the upper mounting frame, and through holes are formed in the lifting plates; rollers are arranged at one end of the lower mounting rack away from the hoisting section; the tool can improve the dismounting efficiency; the method comprises the steps that S1, the water stop hoop is poured; s2, dismounting the cutter head; s3, propelling, and dismounting a hinged oil cylinder; s4, the duct piece trolley is disassembled; s5, the shield tunneling machine is electrically disassembled; s6, disassembling a hydraulic fluid pipeline; s7, the spiral conveyor is dismantled; s8, the segment erector is disassembled and transported; s9, dismounting and transporting the *-shaped beam; s10, dismounting and transporting a main driving speed reducer and a motor; s11, the man bin is dismantled; s12, disassembling the main drive; the construction method can help to ensure the smooth implementation of the dismounting process and improve the construction efficiency.

The invention relates to a laser processing apparatus, a laser processing method, and a substrate cutting method using the same. The laser processing apparatus includes: a stage configured to support a substrate to be processed; a laser light source configured to generate a laser beam; a mode converter configured to convert the laser beam into a cylindrical vector beam; a polarization filter configured to polarize the column vector beam to form a double o-shaped beam in which two beams are arranged adjacent to each other in a first horizontal direction; a condensing lens configured to converge the double o-shaped light beam into a first laser beam and a second laser beam at a first light spot and a second light spot separated in a first horizontal direction on the substrate; and a driving portion configured to relatively move the first laser beam and the second laser beam with respect to the substrate in a second horizontal direction different from the first horizontal direction.

The invention discloses an ultrahigh-strength steel processing method, and relates to the technical field of ultrahigh-strength steel part processing and polishing. A mounting base, a self-correcting clamping part, a door-shaped frame, a U-shaped beam, a variable-diameter grinding mechanism and a wiping mechanism are matched to complete machining treatment of the ultra-high-strength steel, and the door-shaped frame is fixedly connected to the upper end face of the mounting base; and the self-correcting clamping part variable-diameter type grinding mechanism is provided with a wiping mechanism used for timely cleaning grinding liquid which is used for being attached to the surface of the stepped disc-shaped part in the grinding and polishing process, and a spring telescopic rod and a grinding head in the variable-diameter type grinding mechanism are combined, so that the multi-layer and multi-corner characteristics of the stepped disc-shaped part are flexibly adapted; through cooperation of the outer shaft sleeve and the wiping mechanism, residual grinding liquid on the surfaces of the parts can be removed in time through grinding waste heat in the grinding process, the surface quality problem caused by grinding liquid solidification is solved, and the follow-up cleaning workload and complexity are reduced.

The invention relates to the application of the Internet of Things technology in the technical field of shield tunnel design, and discloses a shield tunnel segment circular seam full-scale loading test device and method based on the Internet of Things, and the device comprises a steel frame supporting assembly which is used for providing a supporting frame of the whole test device. Comprising a supporting bottom beam, stand columns, a counter-force top beam, a counter-force bottom beam, a cross beam and a tensile diagonal rod, the stand columns are located on the supporting bottom beam, the counter-force top beam is arranged between the stand columns, the counter-force bottom beam is a box-shaped beam and is provided with a plurality of holes along the axis, and rotating shafts and brake bolt pins are arranged in the holes. Through the synergistic effect of the positioning steel tank, the positioning jack, the angle sensor and other components, accurate horizontal positioning and bilateral symmetry adjustment of the test duct piece can be achieved, in the test process, the strip-shaped hole design of the positioning steel tank allows the transverse rib of the inverted-T-shaped steel beam to slide left and right along the strip-shaped hole, and the fine adjustment function of the positioning jack is matched; and the duct piece can be ensured to be positioned at an accurate horizontal position and be bilaterally symmetrical before being loaded.

The invention discloses a stirrup assembly type concrete beam column structure, which relates to the technical field of building structures and comprises a prefabricated lower column, a prefabricated upper column, a left superposed beam and a right superposed beam, the prefabricated lower column, the prefabricated upper column, the left superposed beam and the right superposed beam are distributed in a cross-shaped beam column structure; unique double-spiral stirrup configuration is applied to the column body, so that the torsion resistance and the bearing capacity are enhanced; the longitudinal bars and the stirrups are reasonably arranged on the superposed beam, so that the bending resistance and the shearing resistance are guaranteed. At the joint, the T-shaped channel steel plates, the fixing blocks and the hinged tension connecting rods form an energy dissipation system, and earthquake energy is effectively dissipated. The column body connection adopts the combination of a full-grouting nodular cast iron sleeve and a frame-shaped steel belt, and is matched with a post-pouring laminated layer to realize rigid connection. The limiting mechanism anchors a T-shaped channel steel plate through a double-end pull rod and a self-locking nut, a limiting clamping plate and a torsion spring form anti-pulling self-locking, the anti-seismic property of the joint is enhanced by combining a hinged tension connecting rod, and the structural reliability is improved.

The invention provides a pen-shaped beam model construction method and device in a particle treatment planning system, equipment, a medium and a program product, which can be applied to the technical field of radiotherapy. The pen beam model construction method in the particle therapy planning system comprises the following steps: obtaining integral depth dose measurement data, beam spot measurement data and absolute dose measurement data of particle therapy equipment in the particle therapy planning system; respectively constructing an integral depth dose model, a beam spot model and an absolute dose model based on the integral depth dose measurement data, the beam spot measurement data and the absolute dose measurement data, and forming a pen beam model of the particle therapy equipment; performing simulation verification on the pen-shaped beam model, and adjusting corresponding parameters in the pen-shaped beam model according to difference data between simulation data and actual measurement data; and generating at least one quality assurance plan of the adjusted pen-shaped beam model under the condition that the adjusted pen-shaped beam model meets a preset error condition.

The beam and slab prefabrication integrated production line comprises a steel bar machining unit, a movable mold table, a mold closing mechanism, a concrete pouring unit, a steam curing unit and a finished product transferring unit which are sequentially arranged along a ground rail. A T-shaped steel reinforcement framework is formed by the steel reinforcement machining units, a pouring area is defined by the strip-shaped mold table, the T-shaped mold plate and the side mold plate through the unique structural design of the movable mold table, and the side mold plate can move along the oblique sliding base. The mold closing mechanism realizes mold closing through a hydraulic rod; the finished product transfer unit transfers finished products through cooperation of a hydraulic supporting rod and a transfer trolley. The production line effectively solves the problems of large demolding friction, high energy consumption, low efficiency and the like of a traditional T-shaped beam plate prefabrication production line, can improve the prefabrication quality and production efficiency of the T-shaped beam plate, and is suitable for large-scale bridge engineering construction.

The invention relates to a prefabricated steel concrete beam, a prefabricated steel concrete combined beam column and a production method thereof, the prefabricated steel concrete beam comprises a prefabricated U-shaped beam frame body, a U-shaped groove formed by a bottom steel plate and webs on two sides, a beam shell with a cavity formed in the middle and a pouring opening formed in the upper part, and at least one connecting part is arranged between the webs on the two sides; the upper reinforcing profile steel is arranged on the upper end face of the side web and at least covers the upper end face and the outer side face of the side web; the lower reinforced profile steel is arranged on the lower end face of the side web and at least covers the lower end face and the inner side face of the side web; the reinforced connecting section steel is arranged at the upper part of the pouring opening of the beam shell at intervals and is welded between the upper reinforced section steel; the beam end connecting steel plate is arranged on the bottom steel plate, the bottom of the connecting plate is connected with the bottom steel plate, the connecting plate is perpendicular to the bottom steel plate, and the beam end connecting steel plate partially extends out of the outer end of the bottom steel plate, partially extends into the bottom steel plate and is used for being connected with external beams and columns. The device can be assembled and transported on a production line, and is reliable in quality, high in efficiency and low in cost.

The invention discloses a superconducting magnetic levitation U-shaped track beam and a preparation method thereof, and belongs to the technical field of bridge engineering.The superconducting magnetic levitation U-shaped track beam is used for running of a magnetic levitation train with superconducting coils arranged on the two sides of a train body, and the track beam comprises a plurality of track beam sections which are sequentially spliced in the longitudinal direction; each track beam section comprises a main beam body and two side plates arranged on the two transverse sides of the main beam body respectively, the two side plates and the main beam body are integrally formed to form a U-shaped beam body structure, a maglev train can run in the U-shaped beam body, mounting grooves are formed in the inner side wall faces of the two side plates and used for mounting ground coils, and the invention further provides a preparation method of the superconducting maglev U-shaped track beam. The superconducting magnetic levitation U-shaped track beam is formed by splicing the multiple track beam sections, the main beam body and the two side plates in the track beam sections are integrally formed, the number of joints of the track beam is greatly reduced, the smooth performance of the track beam is guaranteed, and the overall stability of a magnetic levitation track system is improved.

The invention belongs to the technical field of pultrusion, and discloses a J-shaped beam forming method based on a pultrusion RTM process and a J-shaped beam. The invention discloses a J-shaped beam forming method based on a pultrusion RTM process. The J-shaped beam forming method comprises the steps that a laying layer structure of a J-shaped beam is set; drawing the fiber fabric according to the layering structure; drawing the fiber fabric into a preforming mold for preforming; and pulling the pre-formed fiber fabric into a forming mold for final forming. A traditional autoclave forming process of the J-shaped beam is changed into a pultrusion forming process, a laying layer structure of the J-shaped beam is designed according to the structural stress and thickness of the J-shaped beam and is converted into a yarn fiber fabric of a pultrusion RTM process, and the yarn fiber fabric is subjected to preforming and final forming through a preforming mold and a forming mold. And the repeated heating and cooling process in the curing process in the autoclave forming process is simplified, and the production efficiency of the J-shaped beam is improved. The J-shaped beam disclosed by the invention has the advantages of net profile boundary and no need of additional processing.

The invention belongs to the field of composite material manufacturing, and relates to a manufacturing method of a composite material box-shaped beam with closed-angle ends. The composite material cover plate of the composite material box-shaped beam can be manufactured, and the structural form of the composite material cover plate can well act on curing forming of the composite material box-shaped beam. According to the invention, the manufacturing of the composite material box-shaped beam, the inspection of the axial direction size, the inspection of the profile size and the like can be realized. The invention innovatively provides a metal joint structure to replace a commonly used metal hinge support arm, and the metal joint structure has a function of measuring the profile precision of the inner profile of the edge strip of the composite box-shaped beam. The invention innovatively provides a split combined type forming tool and a measuring tool, and realizes a manufacturing process method of the composite material box-shaped beam with the closed angle at the end part. The measuring tool is innovatively provided, the measuring tool can measure the axial direction size of the composite material box-shaped beam, and the measuring range is large.

The invention relates to the technical field of sensors, and provides a six-dimensional force and torque force sensor and a preparation method thereof.The six-dimensional force sensor is of a disc-shaped structure and comprises an outer supporting ring, an inner mass block and eight elastic beams connected between the outer supporting ring and the inner mass block; wherein the eight elastic beams comprise a first elastic beam and a second elastic beam which are alternately arranged around the inner mass block, the first elastic beam is a straight beam, the second elastic beam is a special-shaped beam, and a strain gauge preset on the main surface of each elastic beam responds to the strain of the elastic beam to generate a measurement signal; and the force and / or the torque applied to the inner mass block or the outer support ring can be determined according to the measurement signal. Due to the fact that the different elastic beams are different in shape and structure, the strain gauges are preset on the elastic beams of different types and positions, and the bridging mode is set, the output of each Wheatstone bridge is only sensitive to the force or the moment of force in the changed direction and is not sensitive to the force or the moment of force applied in other directions, and the decoupling capacity of the sensor structure is improved to the maximum degree.

The invention provides a construction method for installing a large-span special-shaped beam curved template system, and belongs to the technical field of building construction. According to the construction method, accurate three-dimensional modeling is conducted on the shape of a special-shaped beam through a special-shaped curved surface parametric modeling algorithm, and material prefabrication is guided; eight oscillation excitation devices and twelve vibration monitoring devices are optimally arranged by using experimental design and a graph theory analysis method to form a dynamic monitoring network, vibration response data are analyzed in real time by using a wavelet transform monitoring algorithm, and the energy ratio of each frequency band is calculated as a quality evaluation index. A game optimization model is established, and according to different ranges of energy ratios, the support spacing is automatically adjusted, a back ridge fixing mode is combined or a supporting system is reinstalled, so that a comprehensive quality assurance system of accurate geometric modeling-dynamic state monitoring-intelligent parameter adjustment is constructed. The technical problem that the installation quality of a large-span special-shaped beam curved template system is difficult to guarantee is solved.

According to the sparse array large plane wave generator for the OTA test, the amplitude and the phase of each antenna unit in an array are reasonably regulated and controlled, and large plane waves are synthesized in a short distance. The generator comprises a vector network analyzer, a signal generator, a channel simulator, a power amplifier, N paths of amplitude-phase adjustable feed networks, an antenna unit and a sparse array antenna. The signal generator generates an analog communication test signal, the analog communication test signal enters the power amplifier through a target channel created by the channel simulator, the signal is transmitted to the sparse array antenna through the N paths of amplitude-phase adjustable feed networks, and a large plane wave is formed on a radiation aperture of the sparse array antenna. Excitation amplitude and phase distribution of the sparse array antenna are calculated through a constraint optimization algorithm, and a saddle-shaped beam can be formed in a far-field area, which is equivalent to forming a plane wave at a radiation aperture of the sparse array antenna. Amplitude and phase distribution of the sparse array antenna is realized by adopting an amplitude and phase adjustable feed network.

The U-shaped beam stacking system comprises a waste material selecting part, a conveying and overturning part, a discharging trolley and a servo crane, U-shaped beams can be moved to the conveying and overturning part after being screened on the waste material selecting part, an overturning mechanism on the conveying and overturning part can drive the U-shaped beams to overturn, and the discharging trolley is used for discharging the U-shaped beams. The servo crane can grab and move the U-shaped beams on the conveying and overturning part to the discharging trolley, whether the U-shaped beams are overturned or not and staggered stacking or positive and negative stacking stacking of the U-shaped beams are achieved according to the stacking requirement, an active overturning arm of the overturning mechanism can replace a pneumatic plate overturning mechanism and double robots, the cost of the whole equipment is greatly reduced, and the working efficiency is improved. And in addition, the U-shaped beams can be stacked on the discharging trolley according to the stacking requirement, the labor intensity of workers is reduced, and the overall stacking operation efficiency is effectively improved.

The invention discloses an anti-rockburst flexible supporting device for tunnel construction and a supporting method of the anti-rockburst flexible supporting device, and relates to the technical field of tunnel supporting. The device comprises two pieces of I-shaped steel arranged at the bottom, two arc-shaped beams are fixedly connected between the two pieces of I-shaped steel, the two arc-shaped beams are located at the two ends of the I-shaped steel respectively, a plurality of transverse plates are fixedly connected between the two arc-shaped beams, guide rails are fixedly connected to the circumferential outer walls of the arc-shaped beams, and an outer blocking mechanism is arranged between the two guide rails; the outer blocking mechanism comprises two rubber plates. The installation efficiency can be improved, the manual labor amount can be reduced, the installation safety of the spring net can be improved, meanwhile, shock waves generated during rock burst can be blocked through a glass fiber layer and a foam plate, the energy of the shock waves is reduced, damage to constructors is reduced, the spring net can be pushed, and the safety of the constructors is improved. Stone mingled in gaps of the spring net falls off, and the shielding and buffering effects of the spring net are prevented from being affected.

The invention discloses a jig frame structure and method for movable deck welding deformation control. The jig frame structure is characterized in that a transverse supporting truss comprises a plurality of transverse T-shaped beams distributed at intervals; the longitudinal supporting truss comprises a plurality of longitudinal T-shaped beams which are distributed at intervals, each longitudinal T-shaped beam is perpendicular to the transverse T-shaped beams, and each longitudinal T-shaped beam is fixedly connected with the transverse T-shaped beams; two adjacent longitudinal T-beams and two adjacent longitudinal T-beams define a rectangular unit, a reinforcing plate is arranged in each rectangular unit, the reinforcing plates are parallel to the longitudinal T-beams or the transverse T-beams, and when the reinforcing plates are parallel to the longitudinal T-beams, the reinforcing plates are fixedly connected with the transverse T-beams; when the reinforcing plates are parallel to the transverse T-beams, the reinforcing plates are fixedly connected with the longitudinal T-beams. According to the jig frame structure, the internal stress of the movable deck can be effectively reduced, the camber of the transverse T-shaped beam and the longitudinal T-shaped beam is pre-increased in advance, a large amount of hot work correction work after completion is reduced, and the jig frame structure belongs to the technical field of ship accessory outfitting equipment manufacturing.