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275results about How to "Avoid stiffness" patented technology

Novel support seismic energy dissipator

InactiveCN102535664AThe number of variable cross-sections is reducedEasy to processShock proofingMaterial consumptionEngineering
The invention discloses a novel support seismic energy dissipator, which comprises an anti-bending device, a core plate and an isolating material arranged between the anti-bending device and the core plate. Two ends of the anti-bending device are provided with limiting stressed plates; one end of the core plate is provided with a tensile device consisting of stiffening plates, tensile limiting plates and compression-resistant limiting plates; the middle of a yield section of the core plate is arranged in the anti-bending device, and one end of the core plate is welded with one end of the anti-bending device; the other end of the core plate, which is provided with the tensile device, and the anti-bending device can relatively slide, and the inner sides of the compression-resistant limiting plate and the limiting stressed plate at the end are respectively provided with a rubber bumper; and the outer surface of the core plate, which is matched with the anti-bending device, is provided with the isolating material. After the novel support seismic energy dissipator is deformed to some extent, the rigidity is improved through the anti-bending device, and a support is prevented from constantly deforming or collapsing under the action of a large earthquake; the variable cross-section times of the core plate is reduced, so that the core plate is convenient to process, the sizes of the core plate and the anti-bending device are reduced through the stiffening plates, the material consumption and dead weight are reduced, the structure is optimized and the cost is reduced.
Owner:SHANGHAI SAFE SEISMIC RETROFIT & VIBRATION CONTROL TECH +1

Four-degree-of-freedom parallel robot with double action platform structure

The invention discloses a four-degree-of-freedom parallel robot with a double-acting platform structure. The four-degree-of-freedom parallel robot with the double-acting platform structure comprises afixed platform, four driving devices, four branched chains and a movable platform component. The four driving devices are arranged on the fixed platform, and each driving device comprises a driving arm and a driving unit which is used for driving the driving arm to pivot; the four branched chains are spaced along the circumferential direction of the fixed platform and are connected with the fourdriving arms in a one-to-one correspondence mode, and the upper end of each branch chain is connected with the driving arm through a first hooke joint; and the movable platform component is arranged below the fixed platform, the movable platform component is connected with the lower ends of the four branched chains, each branched chain is connected with the movable platform component through a second hooke hinge, and the movable platform component comprises an outer movable platform, an inner movable platform and a rotating screw rod. The four-degree-of-freedom parallel robot with the double-acting platform structure can realize a three-movement and one-rotation freedom-degree in one space, and has the characteristics of good dynamic performance, high whole machine rigidity, high output end positioning precision, high rotary angle precision and the like so that the high-speed and high-precision operation can be easily realized.
Owner:TSINGHUA UNIV

Reinforced concrete platy stair with simple sliding support and construction method

InactiveCN102605909APrevent premature destructionAvoid stiffnessStairwaysShock proofingSurface layerEngineering
The invention relates to a reinforced concrete platy stair with a simple sliding support and a construction method, which belong to the field of civil engineering and are mainly used for building engineering. The reinforced concrete platy stair is a cast-in-place concrete platy stair, the upper end of a stair section plate and an upper-end supporting component connected to a main body structure are in integral casting, and the simple sliding support is arranged at the lower end of the stair section plate. The method includes that the stair section plate and a lower-end supporting component or a stair beam bridging piece are separately provided with bars and are in pouring separately, the lower end of the stair section plate is shelved on the lower-end supporting component, the upper surface of the lower-end supporting component is a smooth and flat horizontal plane, a plastic film isolating layer is fully laid on the horizontal plane, so that the lower-end supporting component is isolated from the lower end of the stair section plate, the sliding support is formed and is used as a pouring bottom formwork at the lower end of the stair section plate during construction, and the lower end of the stair section plate is also isolated from a building surface layer of the supporting component. The problem that the stair is broken in advance during earthquake and adverse influences to the main body structure are avoided due to the sliding support, earthquake damage is relieved, and the reinforced concrete platy stair is simple, economical and durable, and can be widely used for multiple high-rise building structures and particularly concrete structures.
Owner:BEIJING UNIV OF TECH

Self-adjustment leg muscle massage wheelchair

The invention discloses a self-adjustment leg muscle massage wheelchair which comprises a seat. A front leg supporting seat and a rear leg supporting seat are in hollow structures and hinged to the right lower corner of the seat, a massage cushion is connected to the right side of each leg supporting seat, an elastic plate is arranged in each leg supporting seat, the right end face of each elasticplate is connected with the corresponding massage cushion through springs, a plurality of massage hammers are uniformly arranged on the right end face of each elastic plate, right ends of the massagehammers are abutted against the massage cushions, and magnets are arranged on the elastic plates respectively. Second slide rails are arranged on inner left side walls of the leg supporting seats, right sides of the second slide rails are in slide connection with iron blocks respectively, a second speed reducing motor is arranged at the top of each leg supporting seat, a motor shaft at the bottomend of each second speed reducing motor penetrates the top of the corresponding leg supporting seat to connect with a screw rod, and each screw rod penetrates the corresponding iron block and is in threaded connection with the same. By magnetic force of the magnets and elastic force of the springs, the massage hammers vibrate side to side, and the vibration force is transmitted through the massage cushions to massage leg muscles of a patient so as to promote leg blood circulation of the patient.
Owner:HUNAN HUIXUN ENTERPRISE MANAGEMENT CO LTD

Acoustic excitation non-contact modal testing system and method

The invention belongs to the field of mechanical measurement and provides an acoustic excitation non-contact modal testing system and method. The problem that the conventional modal testing result for a thin-slab structure is inaccurate is solved in a non-contact modal testing mode. According to the technical scheme, the method comprises the following steps: giving a sound by using a loudspeaker, generating vibration through a non-contact excitation thin-slab testing piece, measuring an acoustic signal by using an acoustic sensor, and measuring the vibration response of the thin-slab testing piece by using a scanning-type laser vibration measurement system in a laser non-contact way; by taking the acoustic signal measured by the acoustic sensor as an input signal and taking the vibration response measured by the scanning-type laser vibration measurement system as an output signal, performing analysis through conventional modal analysis software in the scanning-type laser vibration measurement system to obtain modal parameters of the thin-slab testing piece. The system and the method have the benefits that the influence on additional quality and additional rigidity is avoided in a modal test performed by using the system and the method, and the accurate modal parameters can be obtained; meanwhile, the structural damage to the testing piece is avoided, and the testing effect is good.
Owner:BEIJING INST OF STRUCTURE & ENVIRONMENT ENG +1

Large-amplitude free vibration wind tunnel test device with three degrees of freedom

ActiveCN108225715ANo lateral tiltAvoid geometric nonlinearityAerodynamic testingVibration testingThree degrees of freedomEngineering
The invention provides a large-amplitude free vibration wind tunnel test device with three degrees of freedom, and belongs to the technical field of wind tunnel test devices for bridges. The large-amplitude free vibration wind tunnel test device which is a large-amplitude free vibration wind tunnel test device with three degrees of freedom coupling for bridges comprises a rigid test model, a rigidround bar, a rigid suspension arm, arc blocks with grooves, light high-strength strings, linear extension springs, fixed pulleys and a bearing. The large-amplitude free vibration wind tunnel test device has the advantages that the problem of incapability of guaranteeing the linear vertical rigidity, the linear torsional rigidity and the linear lateral rigidity due to down warping of lateral springs horizontally arranged in the traditional vibration test device with three degrees of freedom and lateral tilting of vertical springs under large-amplitude conditions can be effectively solved by the aid of the large-amplitude free vibration wind tunnel test device; the large-amplitude free vibration wind tunnel test device is simple and is convenient to mount, initial attack angles are easy toadjust, down warping and tilting of the springs are prevented in vibration procedures, accordingly, the linear rigidity and stable vibration frequencies of systems still can be guaranteed even in large-amplitude vibration procedures, and research on the three-dimensional nonlinear pneumatic characteristics of the bridges becomes possible under large-amplitude conditions.
Owner:DALIAN UNIV OF TECH

Connection design method of multi-egg shaped bionic pressure shell

The invention discloses a connection design method of a multi-egg shaped bionic pressure shell, and belongs to the technical field of diving equipment. The multi-egg shaped bionic pressure shell is formed by serially connecting a plurality of egg shaped pressure shells; an annular reinforcing rib is arranged at the connection part of every two adjacent egg shaped pressure shells. The connection design method comprises the steps of firstly obtaining a unit balance differential equation of each egg shaped shell through deducing a geometric equation and a physical equation of each egg shaped shell, so that each point deformation on each egg shaped shell is obtained; secondly obtaining the radial deformation of each annular reinforcing rib according to pressure suffered by the annular reinforcing rib at the corresponding connection part; lastly designing the parameters of the annular reinforcing rib according to a principle that the deformations of each egg shaped shell and the corresponding annular reinforcing rib at the corresponding connection part are identical, wherein the parameters comprise an outer diameter, an inner diameter and a width. Compared with the prior art, the design method disclosed by the invention can provide guidance to theoretical calculation and experiment design of the shells, can prevent the rigidity of the annular reinforcing ribs from being too large or insufficient, and can effectively guide the engineering design of the multi-egg shaped connected pressure shell.
Owner:CETC NINGBO MARINE ELECTRONICS RES INST

Transitional junction from concrete-filled steel tube combination column to reinforced concrete column

ActiveCN103603434AMeet the seismic performance requirementsAvoid stiffnessBuilding constructionsReinforced concrete columnArchitectural engineering
The invention discloses a transitional junction from a concrete-filled steel tube combination column to a reinforced concrete column. The column section at the transitional layer where the transitional junction locates comprises the concrete column, a steel tube, external longitudinal bars, external stirrups, core longitudinal bars and core stirrups. The concrete-filled steel tube combination column is formed by arranging the steel tube in the middle of the concrete column. The section of the concrete-filled steel tube combination column is rectangular, and the section of the steel tube is circular. The external longitudinal bars and the external stirrups are arranged in the concrete column outside the steel tube, and the inside and the outside of the steel tube are poured with concrete simultaneously. The transitional layer of weakness is avoided, feasibility and convenience in construction are taken into consideration sufficiently, and a novel junction form with the advantages of direct transmission and construction easiness is provided for transition from the concrete-filled steel tube combination column to the reinforced concrete column. In addition, the transitional junction is applicable to high-rise and ultra-high-rise buildings and has broad application range and space.
Owner:香港华艺设计顾问(深圳)有限公司

Armor apparatus of multimodal consciousness promoting system for passive rehabilitation training of patients in vegetative states

The invention discloses an armor apparatus of a multimodal consciousness promoting system for passive rehabilitation training of patients in vegetative states and relates to the field of medical instruments. The armor apparatus comprises a set of armor covering the whole human body. Ankle joints, knee joints, hip joints, shoulder joints and elbow joints of the armor are respectively connected with each other movably. Motion simulation driving mechanisms are respectively arranged between parts, at movably connected positions of the ankle joints, the knee joints, the hip joints, the shoulder joints and the elbow joints, of the armor. The armor is combined of two halves of casings which are closed with each other; one side of one half of casing is hinged to one side of the other half of casing; close lockers are arranged between the other sides of the two halves of casings; and close driving mechanisms are arranged at hinged positions of the two halves of casings. With the armor apparatus, infective complications and the like can be avoided while neural restoration is achieved for consciousness promoting. The armor apparatus is of high automation degree as different driving mechanisms thereof are controlled to work by a smart system.
Owner:广州哈罗博康复机器人生产有限公司

Auxiliary stent for puncture

InactiveCN111658048AImprove comfortAvoid stiffness or discomfortSurgeryNursing bedsSplint deviceEngineering
The invention discloses an auxiliary stent for puncture, and relates to the technical field of auxiliary stents for medical hemostatic balloons. Specifically, the auxiliary stent comprises a clampingplate, a fixed tube sheet and a hemostatic balloon, wherein a first threaded mouth is formed in the bottom of the clamping plate, a first threaded rod penetrates the interior of the first threaded mouth, and a fixing clamping plate is connected to the top of the first threaded rod; a second threaded mouth is formed in the top of the clamping plate, a second threaded rod penetrates the interior ofthe second threaded mouth, and a bearing is connected to the inner end of the second threaded rod; and the fixed tube sheet is fixed to the top of a connecting piece, and the hemostatic balloon is arranged inside the fixed tube sheet. According to the auxiliary stent for puncture, a lower pressing plate can be lifted vertically so as to adjust the distance between the lower pressing plate and thebottom of the inner wall of an arm placing tube, arms of different thickness and size can be clamped conveniently through the arrangement, an observation skylight is formed in the middle of the arm placing tube, the observation skylight can be used for observing the situation of the puncture site of the arms in real time, and meanwhile air circulation inside the arm placing tube can be maintainedconveniently.
Owner:孙利平
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