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209 results about "Bending beam" patented technology

Optical fibre grating three-dimensional acceleration /vibration sensor

A 3D acceleration / vibration sensor for fiber grating comprises three measurement probes respectively fixedly arranged on a right plane, an upper plane and a front plane of a pedestal vertical to each other and corresponding to x, y and z axes to form a mutually vertical position relationship, wherein each measurement probe is connected with an optical splitter through a single-mode fiber at one end, and the other end of the optical splitter is respectively connected with a light source and wavelength demodulation equipment through a single-mold fiber. The measurement probe comprises a bending beam fixed on the pedestal plane, fiber gratings adhered on the surface of the bending beam along the axial direction of the bending beam and a mass block fixed on the free end of the bending beam, wherein one ends of the fiber gratings are connected with the optical splitter through a single-mold fiber. The invention adopts a fiber Bragg grating as the sensor, and adopts three fiber gratings for measuring three mutually vertical components of a spatial 3D acceleration, thus achieving measurement of the spatial 3D acceleration by vector superposition of the three components. The sensor can be used for sensing spatial 3D acceleration or vibration parameters.
Owner:NANKAI UNIV

Distributed fiber optic sensing technology and system for monitoring of deformation of high arch dam

The invention discloses a distributed fiber optic sensing technology and a system for monitoring of deformation of a high arch dam, which relate to the field of crossing of a dam safety monitoring technology and a fiber optic sensing technology and are used for overcoming the defect of a conventional means for the monitoring of the deformation of the high arch dam and filling the blank of using distributed fiber optic sensing for the monitoring of the deformation of a dome dam. Aiming at the characteristics and the difficulties of the dome dam, two kinds of unique curved fiber optic packaging structures, namely, fiber optic monitoring panels in a weakly curved beam type and a micro-bending beam type, are provided. Based on error analysis and curved beam height control-camber beam segmentation construction, excellent performance, high reliability, long service life, convenience and practicability of monitoring of fiber optic deformation are ensured. A convenient and practical layout installation mode in an arch dam and a gallery, a vertical shaft and a footrill of a dam foundation is provided, so that online remote metering on multi-dimensional and large-scale time-space broad coverage of three components (radial horizontal displacement, tangential horizontal displacement and vertical displacement) of internal deformation of the arch dam, the dam foundation and a dam abutment is realized. An optical demodulation instrument is multifunctional and can be used for metering concrete temperature, reservoir water temperature, slit level in front of a dam, reservoir sedimentation and the like.
Owner:SICHUAN UNIV

Method of determining load-displacement complete curve of concrete I-II composite cracks

InactiveCN109916739AAccurate and effective verificationMaterial strength using steady bending forcesEngineeringFracture test
The invention provides a method of determining a load-displacement complete curve of concrete I-II composite cracks, which belongs to the technical field of concrete fracture test. In the new test method, a right-angled broken line crack is cut in the midspan of the traditional three-point bending beam concrete specimen, an improved three-point bending beam concrete specimen is obtained, the crackhas the same lengths in a horizontal direction and a vertical direction, and the break point is subjected to arc treatment; the initial crack height ratio a / h is 0.2 to 0.5, and the value of the curvature pho of the arc has a range of 1 / a to 15 / a; and the test adopts three-point loading, load is applied to the midspan of the improved three-point bending beam concrete specimen by a test machine, apredetermined loading scheme is realized, and a load-displacement complete curve is obtained. The initial crack tip of the test piece has large KII / KI, the load-displacement complete curve can be tested under simple test operation, a numerical value simulation result can be verified accurately and effectively, and a certain reference value is provided for testing accuracy of the concrete I-II composite fracture analysis model and the numerical value analysis theory.
Owner:DALIAN UNIV OF TECH

Method for evaluating cooperative transformation of asphalt pavement material and optical fiber grating sensor

The invention discloses a method for evaluating a cooperative transformation of an asphalt pavement material and an optical fiber grating sensor, and relates to a method for evaluating the cooperative transformation of the pavement material and the optical fiber grating sensor. The method solves the problem that data acquired by optical fiber grating sensors embedded in the prior asphalt pavements cannot be directly used for evaluating the stress state of asphalt pavement structures. The method implants the sensor into three middle subsections of a beam specimen by utilizing the characteristics of simple stress of a four-point bending beam specimen, calculates to obtain the theoretical calculation strain according to the deflection and the geometric dimension of a beam based on the assumption of a small-deformation pure elastic beam, modifies acquired data of the implanted optical fiber grating sensor through the theoretical strain obtained by the calculation, provides an evidence for the processing of the acquired data of the optical fiber grating sensors embedded in the prior actual asphalt pavements, and provides an evidence for determining the real stress state of pavement structures, exploring a pavement damage mechanism, perfecting a pavement design theory and a mechanical model, and performing preventative maintenance on the pavement structures.
Owner:HARBIN INST OF TECH

Tree animation simulation method based on simplification modal analytical method

InactiveCN103914872AImprove the real-time performance of calculationAvoid solving problems with high complexityAnimationSpecial data processing applicationsTime domainAnimation
The invention relates to a tree animation simulation method based on a simplification modal analytical method. According to the simulation method, modal analysis is carried out on independent leaves and leaf stalks but not on a whole tree, then a dynamical model of the broad leaves is combined, and a new dynamical model of the tree is set up through matrix transformation according to the hierarchical structure of the tree. The method comprises the specific steps: a dynamical model of a three-dimensional bending cantilever beam is set up, dynamical equations of the bending beam are respectively expressed as a time domain equation and a space domain equation by adopting a variable separation method, an air dynamical model is set up to determine the sum of the external force applied on branches, the dynamical model of the leaves is set up to solve the sum of the external force applied on blades, and a tree model and the dynamical model of the whole tree are set up. The tree animation simulation method can be used for developing three-dimensional tree animation simulation engines, serves as a support for development of virtual reality, game and three-dimensional animation core technologies, and has the important application prospect.
Owner:NORTHWEST A & F UNIV

Low temperature performance analysis method for rock asphalt-modified asphalt

The invention discloses a low temperature performance analysis method for rock asphalt-modified asphalt. The low temperature performance analysis method for the rock asphalt-modified asphalt specifically comprises the following steps: preparing the rock asphalt-modified asphalt; measuring the needle penetration of the prepared rock asphalt-modified asphalt, calculating an equivalent brittle point,and analyzing the low temperature performance of the rock asphalt-modified asphalt according to the equivalent brittle point; performing a ductility test on the rock asphalt-modified asphalt, calculating the breaking work and the compliance in extension according to a test result, and analyzing the low temperature performance of the rock asphalt-modified asphalt according to the breaking work andthe compliance in extension; performing a low temperature bending beam test to obtain the flexural creep stiffness of the rock asphalt-modified asphalt, calculating a comprehensive index according tothe flexural creep stiffness, and analyzing the low temperature performance of the rock asphalt-modified asphalt according to the flexural creep stiffness. By adopting the low temperature performanceanalysis method disclosed by the invention, the low temperature performance of the rock asphalt-modified asphalt can be reflected more scientifically, accurately and comprehensively; moreover, the method is simple and is wide in application range.
Owner:CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY

Medical lifting type transfer mechanical arm and transfer method thereof

InactiveCN110215365AMove verticallyEasy to moveNursing bedsEngineeringElectric control
The invention provides a medical lifting type transfer mechanical arm and a transfer method thereof. The transfer mechanical arm comprises a base, a hollow bending stand column and an electric controlsystem, wherein the bending stand column is in an inverted L shape, the suspended end of the bending stand column is connected with a soft rope belt with the adjustable length, and the electric control system comprises a storage battery set, a control circuit, a direct current motor, a rising button and a falling button; the inner side wall of the bending stand column is provided with a soft ropebelt reel and a direct current motor, one end of the soft rope belt reel is connected with a worm wheel, the direct current motor is connected with a worm, the side wall of the bending stand column is provided with a hand wheel insertion hole, one end of the soft rope belt winds round the soft rope belt reel, and the other end of the soft rope belt is exposed from the bending stand column and isconnected with a transfer bed sheet structure; the transfer bed sheet structure comprises a bending beam and a transfer bed sheet, the bending beam is provided with a plurality of hooks, the two sidesof the transfer bed sheet are provided with a plurality of cloth pull rings, and the cloth pull rings are hung on the hooks to connect the transfer bed sheet and the bending beam. The medical liftingtype transfer mechanical arm and the transfer method thereof can solve the problem that a patient is transferred between a sickbed and a transfer bed in narrow space.
Owner:THE FIRST AFFILIATED HOSPITAL OF HENAN UNIV OF SCI & TECH

General roof bend beam clamp used or laser cutting technology

The invention discloses a general roof bend beam clamp used for the laser cutting technology, and belongs to the field of a general bend beam clamp device used for a rail vehicle roof bend beam laser cutting technology. The clamp comprises a bend beam outer side circular-arc curve face limiting mechanism, an end plate center support, two end plate side square supports, a plurality of transverse ejecting mechanisms, a bend beam supporting rail, a plurality of connecting plates and a base; the clamp can protect the roof bend beam outer side circular-arc curve face, and deformation of the curve face due to excessive extrusion is avoided; circular-arc limiting end faces parallel to the circular-arc curve face of the inner side wall of a circular-arc plate are arranged on two circular-arc curve face inner rib plates of the clamp and are specially used for carrying out matching and limiting on two ends of a circular-arc groove of a cap-shaped bend beam, and therefore positioning precision is improved; when the circular-arc curve face inner rib plates are not used, the circular-arc curve face inner rib plates can be detached, clamping of the roof bend beam cannot be disturbed and affected, and the application flexibility and generality of the clamp can be further expanded.
Owner:CRRC CHANGCHUN RAILWAY VEHICLES CO LTD

Extended-span and alternatively-shaped arch bridge and construction method therefor

InactiveUS20140223674A1Cross-sectional strength can be improvedReduce pointsTruss-type bridgeBridge erection/assemblyEngineeringAbutment
A large-span and special-shaped arch bridge, comprising a main girder (2), a center abutment (11) served as a central bearing point and two auxiliary abutments (12,13) served as bearing points at two ends, wherein further comprising an arch-axis combination (3) and two arch-axis bending beams (4,5) presented as arcs projected upwards, the arch-axis combination being built on the center abutment (11) with two ends connected to the inner ends of the two arch-axis bending beams (4,5), the outer ends of the two arch-axis bending beams (4,5) being built on the two auxiliary abutments (12,13), the two arch-axis bending beams (4,5) being connected to the main girder (2) via a plurality of inhaul cables. A method for constructing said arch bridge is also disclosed. Through the dual-arch axis of two arch-axis bending beams, the bending strength of the cross-section of the arch bridge is significantly increased, the bending moment of the cross-section of the arch at the central bearing point is decreased, the vertical displacement at the haunch of the arch is lesser, and the deformation of the main girder is reduced, thus the force of the entire bridge is more reasonable, the construction cost can effectively be reduced and the construction period can be shortened.
Owner:SHENZHEN BRIDGE DESIGN & RES INST +1

Roof steel structure pairing device in railway vehicle

InactiveCN103317456ASolve frequent adjustmentsReduce labor intensityWork holdersEngineeringBending beam
A roof steel structure pairing device in a railway vehicle comprises a TC vehicle location frame body, an MC vehicle location frame body, an accompanying frame body, support legs, a support, bending beam location bodies and press blocks. The device is characterized in that the TC vehicle location frame body and the MC vehicle location frame body are both divided into two halves and disconnected from the middle to form a channel, and the accompanying frame body penetrates the channels. An original roof bending beam location device is divided into two halves and disconnected from the middle to form a channel, the surplus 10-meter-long site is utilized to remanufacture a set of roof bending beam location device which is also divided into two halves, a beam on the 20-meter-long accompanying frame penetrate the channels to achieve the effect that the 30-meter-long site can be provided with two sets of 20-meter-long tools, namely, a TC vehicle bending beam location device and the MC vehicle bending beam tool location device, the two sets are installed onsite, and the problem of frequent adjusting of two vehicle types is solved. The two sets of independent tool location bending beams are adopted, the tool stability is ensured, labor intensity of workers is reduced, factory utilization rate is improved, and production efficiency is greatly improved.
Owner:CRRC CHANGCHUN RAILWAY VEHICLES CO LTD
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