201 results about "Coupling beam" patented technology

The invention discloses a modular double-sided laminated shear wall structure system and a construction method, and relates to the technical field of constructional engineering.The structural characteristics of a double-sided laminated shear wall are utilized, an inner shear wall connected between adjacent concrete modules is split into two page plates, the two page plates serve as prefabricated side walls of the adjacent concrete modules correspondingly, and meanwhile, the two page plates serve as prefabricated side walls of the adjacent concrete modules correspondingly; a single-face superposed beam is split into a connecting beam side formwork and a connecting beam single-side prefabricated slab, gable walls of end modules are prefabricated and assembled according to a fully-prefabricated shear wall structure, the two ends of the fully-prefabricated shear wall are connected in a centralized mode in a vertical steel bar staggered anchoring connection mode, and adjacent concrete modules can be connected only by pouring concrete in site construction. Meanwhile, the prefabricated side wall of the concrete module serves as an inner shear wall page plate to jointly participate in structural stress, the structural force transmission mechanism is clear, the situation that the usable space of a building is reduced due to a traditional thin shell plate can be avoided, and the overall performance of the building is improved.

The invention discloses a coupling beam damper in-situ damage detection method, which comprises the steps that a piezoelectric element is installed on a coupling beam damper, the piezoelectric element comprises vibration exciters and sensors, and the vibration exciters and the sensors are installed on an upper end plate, a lower end plate, a left flange plate and a right flange plate of the coupling beam damper in pairs; acquiring a monitoring signal by using a piezoelectric element; the monitoring signals are analyzed, firstly, the collected monitoring signals are subjected to filtering processing, and then wavelet packet decomposition is carried out; identifying the damage state of the coupling beam damper by adopting a deep learning model; according to the method, accurate identification results of the damage type and the damage degree of the coupling beam damper can be obtained.

The invention belongs to the technical field of energy dissipation and shock absorption of super high-rise structures, and particularly relates to an assembly type multi-stage energy dissipation outrigger system adopting eccentric bracers.The outrigger system comprises a lower chord, two upper chords and two self-resetting energy dissipation bracers.The two upper chords are provided with a bent shear type energy dissipation coupling beam therebetween and detachably connected with the bent shear type energy dissipation coupling beam; the other ends of the two sections of upper chords are respectively in semi-rigid connection with the core tube and the frame column, and two ends of the lower chord are respectively detachably connected with the core tube and the frame column; corner type energy consumption connecting devices are arranged at the upper parts and the lower parts of connecting joints of the two sections of upper chords and the corresponding core tube and the frame column; one end of the self-resetting energy dissipation support is detachably connected to the upper chord, and the other end of the self-resetting energy dissipation support is detachably connected to a node formed by the lower chord and the core tube or the frame column; the yield load of the bending shear type energy dissipation coupling beam and the yield load of the self-resetting energy dissipation support are larger than the yield load of the corner type energy dissipation connecting device. By means of the system, replacement of energy consumption parts and multi-stage damping can be achieved.

The invention provides an MEMS gyroscope and electronic equipment. The MEMS gyroscope comprises a center anchor point, a driving unit, driving pieces and an electrode assembly, wherein the driving pieces are symmetrically arranged on the left side and the right side of the center anchor point relative to the center anchor point, and the electrode assembly provides driving force for a gyroscope structure; the mass block unit comprises first detection mass blocks, second detection mass blocks, third detection mass blocks and decoupling units, the first detection mass blocks are symmetrical about the center anchor point and arranged on the outer side of the driving part, the second detection mass blocks are arranged on the upper side and the lower side of the center anchor point respectively, and the third detection mass blocks are arranged on the inner side of the driving part respectively. Comprising a decoupling mass block arranged between the center anchor point and the third detection mass block, one side of the decoupling mass block is connected to the center anchor point through a first coupling beam, and the other side of the decoupling mass block is connected to a first anchor point of a base through a first guide beam. According to the invention, Z-axis driving and detection decoupling can be realized, the coupling error is reduced, and the gyroscope detection precision is improved.

The invention provides a silicon micro gyroscope, which belongs to the technical field of inertial angular velocity detection, and comprises a substrate, a mass unit, a driving unit and a detection unit, the mass unit comprises two mass modules, the two mass modules are connected through a first elastic coupling beam, and the mass modules are connected to the substrate through the first elastic coupling beam; the driving unit comprises a plurality of driving modules arranged on the periphery of the mass unit in a surrounding mode, the driving modules are fixed to the base plate through the second elastic modules, the driving modules are used for receiving electric signals input from the outside, the driving modules move along the X axis and drive the mass module to do torsion simple harmonic motion along the Y axis, and when the inertia angular rate around the X axis is input from the outside, the mass module does torsion simple harmonic motion along the Y axis. The mass module rotates by taking the Y axis as a rotating shaft; the detection unit is arranged between the quality unit and the substrate. The silicon micro-gyroscope provided by the invention aims to solve the problem that the silicon micro-gyroscope in the prior art is poor in common-mode interference signal suppression capability and low in detection sensitivity and signal-to-noise ratio, so that the overall detection precision is low.

A display structure (1000), a display device, and a vehicle are disclosed. The display structure (1000) comprises a waveguide (1100); an in-coupling structure (1200) configured to in-couple a set of in-coupled beams (1021); a diffractive exit pupil expansion structure (1300) configured to receive and diffract the set of in-coupled beams (1021) to form a first set of guided beams (1031) and a second set of guided beams (1032); and a diffractive out-coupling structure (1400) configured to receive from the exit pupil expansion structure (1300) a first diffracted set of beams (1041) and a second diffracted set of beams (1042) and to out-couple light from the first diffracted set of beams (1041) and from the second diffracted set of beams (1042).

The invention relates to a deep foundation pit reinforced concrete support-steel pipe support combined system and a construction method, a steel pipe support and an underground diaphragm wall are temporarily mounted and fixed by prearranging components such as anchor bolt holes, support embedded parts and diagonal draw bars, on the basis of ensuring the mounting quality, the construction cost is reduced, the construction convenience is improved, and the construction efficiency is improved. The temporary components can be recycled, and the good environmental protection property is achieved; a steel latticed column and a cast-in-situ bored pile reinforcement cage are welded and anchored in a pile foundation, a channel steel coupling beam is welded and installed on a bracket to form a deep foundation pit stand column supporting system, the stability of foundation pit supporting is guaranteed, and then construction safety is guaranteed; the dragging type steel column is adopted for applying prestress to replace the latticed column needing to be cut off, and the influence on a permanent structure is small in the construction process.

The utility model discloses a steel platform construction device for high-altitude medium-and-small-span suspended structure construction. The steel platform construction device comprises a steel platform body structure system, a connecting system, a lower supporting system and a dismounting system. The steel platform main body structure system is composed of I-shaped steel girders and channel steel coupling beams, the channel steel coupling beams are placed on the I-shaped steel girders after the I-shaped steel girders are arranged according to a certain interval, and the I-shaped steel girders are fixedly connected into a whole through welding; according to the system, an I-shaped steel main beam is flatly placed on a floor structure, the two ends of the I-shaped steel main beam are connected through U-shaped rings, or the I-shaped steel main beam is connected with the outer side of a cavity edge beam and a column through friction type high-strength bolts; the lower support system is an inclined lower support arranged on each of the two sides of the I-shaped steel main beam; the dismounting system is composed of a guide rail frame, rolling bodies and movable and fixed pulley blocks. According to the utility model, the construction of high-altitude holes, corridors and the like with the span within 10m can be solved.

The invention relates to the technical field of underground engineering foundation pit support, and discloses a vertical anchoring type reinforced double-row pile support, the structure is mainly composed of front-row support piles, rear-row support piles, vertical anchor cables, a coupling beam, a coping concrete plate and a crown beam, the anchor cables are perpendicular to the ground and arranged between the rear-row support piles or in the rear-row support piles in a driving mode; a cavity needs to be reserved when the vertical anchor cables are driven into the top beam between the piles, PVC pipes need to be embedded in the piles when the vertical anchor cables are driven into the piles, anchor heads of the vertical anchor cables are anchored on the top beam and form a whole with the top beam, an adjusting well is arranged on the left side of the back-row supporting piles, two rectangular plates are fixedly connected to the inner wall of the adjusting well, and a bearing is fixedly connected to the inner wall of each rectangular plate. The inner ring of each bearing is fixedly connected with a rotating shaft; a steel frame supporting body structure is not needed, and the supporting structure is a cantilever type supporting structure and has good adaptability.

The invention relates to the technical field of gyroscopes, and discloses an anti-vibration steering MEMS gyroscope which comprises a substrate, two driving frames, two coupling frames, two detection assemblies, two driving connecting beams, a center anchor point, two center anti-vibration coupling beams and a first steering decoupling beam. The detection assembly comprises detection frames and detection electrodes, the detection electrodes on the two detection frames form a differential electrode, the two central anti-vibration coupling beams can deform in the second direction, and when the angular velocity in the third direction is detected, the detection frames are driven by the first steering decoupling beams to reciprocate in the second direction along with the coupling frames moving in the first direction. According to the anti-vibration steering MEMS gyroscope disclosed by the invention, not only can the impact resistance of the gyroscope be improved, but also interference signals caused by process asymmetry can be reduced, and the sensitivity and the resolution of the gyroscope are improved.

The invention provides a steel structure assembly type energy storage cabin base and a construction method. The steel structure assembly type energy storage cabin base comprises a plurality of sets of single-truss steel frames, and the adjacent single-truss steel frames are rigidly connected through steel coupling beams; the single steel frame consists of a steel frame column, a steel frame beam, a first end plate and a second end plate; the two ends of the steel frame beam are each rigidly connected with a steel frame column, the steel frame columns are perpendicular to the steel frame beam, second end plates are fixed to the tops of the steel frame columns, and first end plates are fixed to the bottoms of the steel frame columns. The bottom of the steel frame column extends to the position below the ground, the first end plate is connected with a foundation bolt fixed to the concrete base in advance, an adjusting nut and a nut are arranged on the foundation bolt, and the space between the first end plate and the concrete base is filled with shrinkage-free fine aggregate concrete or a grouting material layer. And an anti-corrosion structure is arranged at the contact part of the steel frame column and a soil body. The construction period of the energy storage cabin foundation can be remarkably shortened, energy is saved, carbon is reduced, and the recycling value of the energy storage cabin foundation is improved.

The invention discloses a double-column type pier structure system with multistage anti-seismic protection and self-resetting functions, and belongs to the technical field of bridge engineering anti-seismic design and toughness improvement. The double-column type pier comprises two concrete filled steel tube section columns, a connecting beam is arranged between the two concrete filled steel tube section columns, and the connecting beam comprises a concrete cast-in-place connecting beam and a steel section prefabricated connecting beam. The steel section prefabricated coupling beam comprises embedded sections, the embedded sections on the two sides are rotationally connected, and the embedded sections are connected through a connecting plate with an energy dissipation structure and a steel strand to form an overall structure capable of dissipating energy and achieving self-resetting. Unbonded prestressed tendons and energy-consuming steel bars for self-resetting are arranged in the concrete-filled steel tube section column in a penetrating manner so as to adapt to deformation of a pier body when joints between sections of the concrete-filled steel tube section column swing. The adaptability and restoring force of the bridge pier under different seismic intensities can be enhanced, the structural stability and integrity are ensured, meanwhile, the bridge pier structure and the connecting mode are optimized, and rapid repairing and function recovery after an earthquake are achieved.

The utility model relates to a kind of MEMS accelerometer, including substrate and multiple sensitive structures being set on the substrate, multiple the sensitive structure is connected by elastic coupling beam structure each other between, each the sensitive structure includes mass and the sensitive capacitor being set on the mass, the mass of adjacent two the sensitive structure is connected by the elastic coupling beam structure each other.The MEMS accelerometer provided by the utility model solves the problem that the existing MEMS accelerometer improves sensitivity and signal-to-noise ratio and leads to the problem of large spring beam thermal stress.

The utility model provides an accelerometer with beams and anchor points on the outer side of a structure, a substrate layer is in an XY plane, and a device layer is located above the substrate layer; the movable mass block is located in the middle of the substrate layer and connected with an outer frame anchored to the substrate layer through anchor points through a first elastic beam unit, a second elastic beam unit, a third elastic beam unit and a fourth elastic beam unit. The first elastic beam unit and the third elastic beam unit are connected through a coupling beam unit which is parallel to the X axis and located on the upper side and the lower side of the movable mass block, and the second elastic beam unit and the fourth elastic beam unit are connected through a coupling beam unit. The detection capacitor structure is respectively connected with the movable mass block and the substrate layer in the middle area of the movable mass block; when the movable mass block moves in the X-axis direction, the capacitance value of the detection capacitor structure changes, so that acceleration detection is achieved, and the accelerometer which can have good dynamic output stability under the condition that the sensitivity of the accelerometer is large is provided.

This invention provides a beam-deflecting metasurface and a quantum sensor. The beam-deflecting metasurface includes a metasurface array, which in turn includes metasurface units. Each metasurface unit comprises a substrate unit block and a copper ring. In any metasurface array, the outer diameter of the copper ring is uniform. By changing the inner diameter of the copper ring, the transmission phase of the corresponding metasurface unit is altered. The beam-deflecting metasurface of this invention effectively controls the coupling and probe beams frequently used in quantum sensors, preventing the probe beam from being affected by the coupling beam. The overall structure is simple, and the cost of the beam-deflecting metasurface is low, enabling the quantum sensor to have a wide range of applications. Because the copper ring has a symmetrical structure, it is polarization-independent. For both the probe and coupling beams, the transmittance of the beam-deflecting metasurface remains above 90%, ensuring efficient transmission of the required optical signals.

The pocket wagon is provided with at least one blade (1), and the dorsal beam (3) of the blade (1) and the crossbeams (4) of the blade (1) support the floor (22) of the basket (20) in such a way that the outermost running belts (22') of the basket (20) are located between the blades (2) and the dorsal beam (3), and the dorsal beam (3) on at least one side of the spurs (1) passes through a torsion beam 8, which is connected to the spurs (2) to form a saddle (9) at the connection point for the pivot support bracket (33) of the fifth wheel trailer (32) into a coupling beam 7 connected to the spurs by a headstock (12). In the pocket (6) of the wagon is placed a basket (20). In the upper portions of the side walls of the basket (20) there are an even number of longitudinal open cut-outs (24), whereby in the portions of the upper walls of the basket (20) between two adjacent cut-outs (24) there are pivotally bearing longitudinal handle arms (25), having a length corresponding to the length of the cut-outs (24), the free ends of which are provided with catches for locking the handle arms (25) in locks (30) located on opposite sides of the two adjacent cut-outs (24).

The invention discloses a local cast-in-place construction method for a triangular inclined leg support of a prefabricated coupling beam. The local cast-in-place construction method comprises the steps that the prefabricated coupling beam is manufactured, parameters such as steel bars and holes are controlled, a rough surface is arranged, and a sensor is pre-embedded; manufacturing and mounting a triangular inclined leg support, determining an angle, performing reinforcement treatment, controlling mounting precision, performing corrosion prevention and arranging a damping device; field positioning and adjustment are conducted, accurate butt joint is conducted, temporary supports are arranged, and the BIM technology is adopted; local cast-in-place connection is conducted, concrete parameters are controlled, reinforcing steel bars are treated, and additives are added; maintenance and quality detection, temperature and humidity control, nondestructive detection and construction of a quality tracing system. The invention further comprises a corresponding building structure. Structural performance and safety are improved, connection reliability and shock resistance are enhanced, component strength and stability are improved, construction quality and efficiency are guaranteed, precision is ensured, the period is shortened, quality control and management are optimized, and real-time monitoring and traceable analysis are achieved. Cost is reduced, environmental protection and energy saving are achieved, and wide application value is achieved.

The present invention discloses an efficient prefabricated coupling beam and joint structure for superposed shear walls, which optimizes the prefabricated part of the coupling beam and the overall coupling beam structure of the superposed shear wall. The stirrups of the prefabricated part of the coupling beam do not pass through the side formwork during the production stage. The connection between the prefabricated part of the coupling beam and the horizontal post-cast strip is realized by arranging connecting steel bars in the cavity or bending out the open stirrups extending from the prefabricated part of the coupling beam. Stirrups are arranged in the horizontal post-cast strip or the stress longitudinal bars on the top surface of the coupling beam and the post-cast concrete in the horizontal post-cast strip are constrained by means of connecting steel bars and the negative moment bars of the floor support. After pouring the post-cast concrete, the prefabricated part of the coupling beam and the post-cast concrete in the cavity and the horizontal post-cast strip form an integral coupling beam. When the prefabricated wall is produced in the present invention, the stirrups of the prefabricated part of the coupling beam do not pass through the side formwork, which can avoid the alignment and cooperation problems between the coupling beam stirrups and the side formwork during the turning and pressing processes. The production efficiency is high, the side formwork does not have holes, and the generalization degree is high. The joint structure can ensure the mechanical properties of the integral coupling beam.

The invention provides a double-coupling-beam reinforcing foundation with an inclination monitoring function for a power transmission line iron tower, and relates to the technical field of power transmission iron tower reinforcing foundations. The double-coupling-beam reinforcing foundation comprises four pre-buried bases distributed in a rectangular array mode, lower foundation columns installed on the tops of the pre-buried bases and upper foundation columns installed on the tops of the lower foundation columns; outer hoop plates are installed on the outer side of the lower portion of each lower foundation pillar and the outer side of the upper portion of each upper foundation pillar, a lower connecting beam mechanism is installed among the four lower foundation pillars, an upper connecting beam mechanism is installed among the four upper foundation pillars, and a reinforcing mechanism is installed in the center of the four embedded bases. An adjusting mechanism is mounted in the lower foundation pillar; through the combination of the pre-buried base, the lower foundation column, the upper foundation column, the lower connecting beam mechanism and the upper connecting beam mechanism, four foundations which are distributed independently traditionally are connected into an integral cooperative working system; stress sharing and dynamic compensation are achieved, and the inclination risk caused by differential settlement of the ground surface of the goaf is effectively resisted.

The invention discloses an acceleration sensor based on a coupled beam type 1:3 internal resonance phenomenon, comprising: a mass block, a first micro-lever and a second micro-lever arranged on one side of the mass block in a horizontal direction and symmetrically arranged up and down, a first tuning fork beam and a second tuning fork beam arranged on one side of the mass block in a horizontal direction, two ends of the first tuning fork beam being fixed respectively by a first fixed end and a second fixed end; the first fixed end and the second fixed end being arranged on both sides of a detection electrode respectively; two ends of the second tuning fork beam being fixed respectively by a third fixed end, a first micro-lever and a second micro-lever; two ends of the second tuning fork beam being fixed respectively by the third fixed end, the first micro-lever and the second micro-lever; the first tuning fork beam and the second tuning fork beam being coupled by electrostatic coupling, a coupling power supply outputting a coupling voltage being loaded on the second fixed end connected to the first tuning fork beam, the first tuning fork beam detecting amplitude and frequency by a fixed detection electrode; the second tuning fork beam adjusting driving force by a fixed excitation electrode.

The application relates to a delay closure design method of a key coupling beam in a conversion structure and the conversion structure. The method comprises the following steps: in the structure design stage, identifying a secondary beam conversion beam and a coupled wall above the secondary beam conversion beam, and determining at least one coupling beam of adjacent floors of the coupled wall above the secondary beam conversion beam as a key coupling beam; during construction of the secondary beam conversion beam and an upper main body structure, only pre-burying stress steel bars of the key coupling beam, keeping a formwork of the key coupling beam to be set up and in an empty mode, monitoring vertical deformation of the secondary beam conversion beam and the upper main body structure in real time, and judging whether the vertical deformation is stable according to a preset quantitative judgment standard; and when it is judged that the vertical deformation is stable, pouring concrete into the key coupling beam for closure. Through time sequence control of the delay closure of the key coupling beam, the problem of insufficient shear wall shear capacity of the secondary beam conversion coupled wall caused by deformation of the conversion beam is solved.

The utility model discloses a connecting and fixing structure of a cantilever main beam and a coupling beam, which comprises the following components: the coupling beam which is provided with a bottom wing plate at the bottom; a top wing plate is arranged at the top of the cantilever beam; each first connecting block is provided with a first vertical hole extending vertically, and the two first connecting blocks in the same group are connected through a first fastener; each second connecting block is provided with a second vertical hole extending vertically, and the two second connecting blocks in the same group are connected through a second fastener; the first connecting block and the second connecting block are provided with third fasteners in a one-to-one correspondence mode so that the first connecting block and the second connecting block can clamp the bottom wing plate and the top wing plate. The bottom wing plate and the top wing plate are clamped by the first connecting block and the second connecting block through the third fastener; all the first connecting blocks and all the second connecting blocks are connected in series through the first fasteners and the second fasteners, so that the cantilever beam and the coupling beam are connected stably, disassembly is convenient, I-shaped steel is not prone to being damaged during disassembly, and follow-up turnover and repeated use are facilitated.

The utility model provides a kind of double-layer coupling beam limiter, comprising: base;Blade assembly, including diaphragm blade assembly and shutter blade assembly, diaphragm blade assembly and shutter blade assembly are layered along the ray beam direction arrangement;Drive unit, including the diaphragm drive unit for driving diaphragm blade assembly and the shutter drive unit for driving shutter blade assembly, diaphragm drive unit and shutter drive unit are rotatably coaxially arranged on base by bearing assembly;Driving motor, it is set on base, and it is engaged connection by motor gear and drive unit;Diaphragm blade assembly is installed on diaphragm drive unit by first guide structure, shutter blade assembly is installed on shutter drive unit by second guide structure, seamless integration general rectangular field imaging and special narrow beam imaging two functions in the same beam limiter are realized, double-layer structure design makes that beam limiter can be adjusted irradiation field shape according to different clinical needs, effectively reduce unnecessary radiation exposure.

The present application relates to a kind of large diameter steel pipe stiff concrete column reverse construction joint construction method, comprising the following steps: construction pile foundation, installation positioning base, install steel pipe column positioning structure, install steel pipe column, construction coupling beam.The beneficial effects of the present application are: using positioning base to accurately position and fix steel pipe column, using the rotation of connecting rod to control the rotation of ellipsoid, to flexibly adjust the elevation of each point at the bottom end of steel pipe column, to ensure the perpendicularity of steel pipe column, using connecting plate to lock the state of steel pipe column, to realize the reliability and stability of steel pipe column and pile foundation reverse construction connecting joint;Using hoop ring and support block to install coupling beam formwork, using resting groove and resting hole to flexibly adapt to the formwork installation of a variety of size coupling beams, to improve the applicability of formwork fixing and positioning.

The application provides a tower crane supporting structure and an implementation method, the tower crane supporting structure is installed in a core tube of a building, the core tube comprises a shear wall, the shear wall is provided with at least one pair of horizontally and intervally arranged concrete coupling beams, and the tower crane supporting structure comprises: steel trusses, the two ends of the steel trusses are arranged on the concrete coupling beams respectively, the steel trusses are two, and the two steel trusses are arranged in parallel; a secondary beam, the secondary beam is arranged between the two steel trusses, and the two steel trusses are connected through the secondary beam. The tower crane supporting structure changes the fixing mode of the reinforced concrete into the mode of the steel truss, the steel truss has light self weight and large span, the installation and dismounting process is simplified while reliability is ensured, the concrete structure does not have to be damaged, the installation and dismounting steps are greatly simplified, the material can be recycled and used, energy saving and environmental protection are achieved, and safety is higher.

The invention provides an MEMS resonator and a preparation method thereof, the MEMS resonator comprises a substrate, at least two resonance bodies and two anchor points, each resonance body extends along a first direction and is arranged along a second direction perpendicular to the first direction, and every two adjacent resonance bodies are connected through a coupling beam; in the second direction, the coupling beam is connected to the side face of the middle area of the resonance body, and the side face, connected with the coupling beam, of the middle area is a flat face. The side faces, away from the middle area of the coupling beam, of the two resonance bodies located on the outermost side are provided with concave parts which are concave towards the interiors of the resonance bodies, and the two anchor points extend into the concave parts respectively so that the resonance bodies can be connected with the substrate. According to the MEMS resonator, the side face, connected with the coupling beam, of the middle area is arranged to be the flat face so that energy can be released, the resonance bodies arranged in an array mode can vibrate at the same time, and then the performance of the single-mode MEMS resonator can be inherited to the MEMS resonator of an array structure.

According to one embodiment, the display component 100 includes a waveguide 104, an incoupling structure 101 configured to couple input beams 901 into the waveguide 104 as a first set of incoupling beams 110 corresponding to a first set of incoupling k-vectors 204_1 in a first region 205_1 of k-space, a hexagonal diffraction grating, and diffracts the first set of incoupling beams 110 into a first plurality of directions 206 in k-space to form a first set of three regions 205_1. The optical waveguide includes an exit pupil extension structure 102 configured to form three guided beam groups corresponding to the three k-vector groups 204_1, 204_2, 204_3 present in the first three region groups 205_1, 205_2, 205_3, and an outcoupling structure 103 configured to receive a first diffracted beam group 111 corresponding to the diffracted k-vector group present in at least one of the first three region groups 205_1, 205_2, 205_3, and to outcouple the first diffracted beam group 111 from the waveguide plate 104.

The invention provides a quartz gyroscope damping structure and a gyroscope sensing element. The quartz gyroscope vibration reduction structure is used for a gyroscope sensing element comprising a shell and a chip, is made of quartz and comprises an outer frame, an inner frame and a vibration reduction part, and the outer frame is used for limiting the appearance of the quartz gyroscope vibration reduction structure; the boss is located at the central position of an area limited by the outer frame; the coupling beam is located between the outer frame and the boss and connects the outer frame with the boss, when the quartz gyroscope vibration reduction structure is applied to the gyroscope sensing element, the outer frame is fixedly connected with the shell, the boss is fixedly connected with the chip, and therefore the coupling beam conducts stress isolation between the shell and the chip. According to the invention, the low-frequency vibration of the gyroscope sensing element can be inhibited, the influence of an external mechanical environment on the gyroscope sensing element is reduced, and the volume of the gyroscope sensing element is not increased while the structure is increased.

The invention belongs to the technical field of concrete building assembly, and particularly relates to a layered assembly type concrete coupled shear wall which comprises a prefabricated shear wall, a prefabricated coupling beam and a connecting piece used for connecting the prefabricated shear wall and the prefabricated coupling beam, and the connecting piece comprises a first embedded part embedded in the upper surface of the prefabricated shear wall and a second embedded part embedded in the lower surface of the prefabricated coupling beam. Two first shells arranged in the length direction of the first embedded part are arranged on the upper surface of the first embedded part, a plurality of horizontally-arranged limiting blocks and buffer blocks are elastically arranged on the two opposite side surfaces of the two first shells in a penetrating mode, a second shell is arranged on the lower surface of the second embedded part, and the second shell protrudes out of the lower surface of the second embedded part. A plurality of limiting grooves matched with the limiting grooves are formed in the surfaces of the two sides of the second shell, the surfaces of the two sides of the second shell are connected with connecting blocks connected with the buffer blocks in a clamped mode, and by means of the technical scheme, the problem that in an existing fabricated building, after a cross beam is connected with a shear wall, the overall structure is poor in anti-seismic performance can be effectively solved.

The present application relates to the construction method for conflict treatment of super-high core tube super-dense diagonal oblique rib and stiff steel skeleton, comprising the following steps: software working condition simulation analysis, determining the floor and distribution position with diagonal oblique rib coupling beam, establishing three-dimensional model, carrying out space avoidance analysis, and analyzing diagonal oblique rib arrangement model; determining replacement scheme and coupling beam range, using diagonal steel plate to replace the conflict diagonal oblique rib, and reserving a small amount of diagonal oblique rib arranged outside the range of stiff steel skeleton on both sides of the coupling beam; designing and prefabricating diagonal steel plate; on site, welding the diagonal steel plate on the stiff steel skeleton; coupling beam main rib connection and concentrated hoop rib penetration; arranging the remaining diagonal oblique rib, symmetrically penetrating the diagonal oblique rib outside the range of stiff steel skeleton; coupling beam side horizontal rib and tension rib binding; supporting formwork and pouring concrete. The diagonal steel plate and the both-end stiff steel skeleton flange are full penetration welded into one body, only a small amount of diagonal oblique rib is reserved on both sides of the stiff steel skeleton, and the purpose of conflict treatment of super-dense diagonal oblique rib and stiff steel skeleton is achieved.