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59results about How to "Does not affect deformation" patented technology

Device for testing fracture toughness of rock

The invention relates to a device for testing fracture toughness of rock and especially relates to a device for testing fracture toughness of rock under the action of confining pressure, and belongs to the technical field of rock engineering. Through use of a confining pressure application device in the original Brazilian disc test device, a simple direct loading splitting test way of the existing test device is changed; and through use of a spring positioning device, a sealing device and a self-balancing device arranged in the box, and use of a dial indicator, an oil filling port and an exhaust port as matching devices, lateral and axial displacement change is recorded and the liquid in the box is controlled so that stable confining pressure is formed. After a sample is put into the box, the sample is fixed by the spring positioning device, and the self-balancing device is used for preventing the influence produced by the confining pressure on a loading shaft so that sample loading can be controlled conveniently. The device can realize a splitting test on a rock sample under the confining pressure, can calculate fracture toughness of the rock sample, has a reasonable design, is convenient for operation and is suitable for fracture toughness determination on various types of rock.
Owner:INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI

Semi-inclusion direct surface-mounting ground stress relief test device and method

The invention provides a semi-inclusion direct surface-mounting ground stress relief test device and method. According to the device and method, measuring errors of stress-strain transmission, broughtby an inclusion layer and an adhesive layer of a hollow inclusion type strain gauge are eliminated, and a waterproof protection function of strain foils and lines by the strain gauge is reserved. Thedevice comprises a support, a support member connected with the support, and a rubber cylinder arranged at the periphery of the support member in a sleeved manner, the support member is formed by splicing of at least 3 arc blocks, each arc block is provided with a groove hole for installing a strain bundle push block from an inner bore to an exterior, the exterior of the strain bundle push blockis an arc structure, the plurality of arc blocks and the strain bundle push blocks are spliced to form a cylinder structure, and the rubber cylinder is arranged on an outer wall of the cylinder structure formed by the support member and the strain bundle push blocks in a sleeved manner. An outer end wall of each strain bundle push block is provided with a non-deformation layer, the rubber cylinderis provided with an opening for installing a strain bundle, and the non-deformation layer and the opening of the rubber cylinder are bonded; and a compensating gauge or a temperature sensor is bondedto the non-deformation layer, and strain bundle rubber and the strain bundle are bonded thereon in sequence.
Owner:CHANGJIANG RIVER SCI RES INST CHANGJIANG WATER RESOURCES COMMISSION

Corrugated steel-concrete composite beam

The invention discloses a corrugated steel-concrete composite beam and belongs to the technical field of building and structural engineering. According to the corrugated steel-concrete composite beam,a corrugated beam section generates an obvious plastic hinge under the action of a major earthquake; a midspan section generates a crack first, and then the corrugated part is straightened. Therefore, the bending bearing capacity of the section of the corrugated part is enhanced, and then the yielding section of the beam is transferred to the midspan; the bearing force of the beam can also continue to be increased; when the midspan section is yielded, the deformation of the beam continues to be increased, and the bearing force is not increased any more till the beam is destroyed; through theadoption of the design, the corrugated steel-concrete composite beam is destroyed in prior to a column under the action of the earthquake so that the strong column and the weak beam are really realized; when the span of the corrugated steel-concrete composite beam is 5 m and the section dimension of the corrugated steel-concrete composite beam is 250mm*450mm, the ultimate bending bearing capacityof the corrugated steel-concrete composite beam can reach 212 kN.m, and the deflection limit of the corrugated steel-concrete composite beam can reach 59 mm.
Owner:JIANGNAN UNIV

Shape memory alloy thermal circulation stability and function fatigue property testing system

The invention discloses a shape memory alloy thermal circulation stability and function fatigue property testing system which comprises a temperature control box, a sample bracket, a thermal circulation temperature control system and a data acquisition system, wherein the temperature control box is of a hexahedron hollow structure; a flexible polyimide heating film of the thermal circulation control system is adhered to the bottom of a stripped shape memory alloy sample; an anode/cathode lead of the flexible polyimide heating film is connected with a heating end of a time relay; the time relay is connected with a direct-current voltage-stabilizing power supply; a thermocouple signal conditioning module and a laser tube displacement sensor of the data acquisition system are connected with a data acquisition card; the data acquisition card is connected with a computer; one end of a K-type thermocouple is connected with a thermocouple signal conditioning module; and the other end of the K-type thermocouple is connected with the flexible polyimide heating film. By adopting the shape memory alloy thermal circulation stability and function fatigue property testing system, shape and temperature variation of a shape memory alloy in the thermal circulation process can be displayed and stored in real time through data acquisition and processing, and the function fatigue property of the shape memory alloy in the thermal circulation process can be relatively well evaluated through analysis.
Owner:SOUTH CHINA UNIV OF TECH

Roofing rigid waterproof layer structure and construction method thereof

The present invention relates to a roofing rigid waterproof layer structure and a construction method thereof. A rigid waterproof layer is obtained through processes of surveying and setting out, arranging a dividing strip layer, pouring a bottom layer waterproof layer, laying a waterstop belt layer and pouring an upper layer waterproof layer and the like, and a plurality of dividing joint structures are staggered in the rigid waterproof layer. The roofing rigid waterproof layer structure has the beneficial effects that a dividing joint is separated from external environment by a waterstop belt, and the top of the waterstop belt is provided with the dividing joint and a waterproof coating protective layer; construction progress is accelerated, cost is saved to a certain degree, concrete moulding effect is good, and the surface is flat without ponding cold ponds; and after joint material and waterproof coating are aged and not waterproof, due to the fact that the waterstop belt is disposed and the surface layer dividing joint is relatively shallow, moisture is not easy to leak and can be rapidly evaporated, temperature telescoping deformation of the concrete rigid waterproof layer is satisfied, waterproof performance of the dividing joint is largely enhanced, and service life period of roofing waterproof is prolonged.
Owner:高峰

Minitype piezoelectric telescopic element, compression wave measurement device and compression wave measurement method for centrifuge testing

The invention discloses a minitype piezoelectric telescopic element, a compression wave measurement device and a compression wave measurement method for centrifuge testing. The minitype piezoelectric telescopic element comprises a tubular substrate and a processed piezoelectric ceramic piece, wherein the positive lead and the negative lead of a signal shielding wire are connected with the surfaces of two sides of the piezoelectric ceramic piece respectively, an inner epoxy resin layer, a conductive copper tape and an outer epoxy resin layer cover the surface of each of two sides of the piezoelectric ceramic piece, the grounding line of the signal shielding wire is connected with the conductive copper tape, and the piezoelectric ceramic piece is fixed on one end surface of the tubular substrate. The compression wave measurement device comprises a pair of minitype piezoelectric telescopic elements, a signal generator, a power amplifier, a principal axis slip ring of the centrifuge, a charge amplifier, an oscilloscope and the minitype piezoelectric telescopic element. According to the invention, good electromagnetic shielding effect is achieved, electromagnetic interference in the centrifuge is eliminated, the excited compression wave has strong bundling directivity, a reliable signal can be obtained in a strong interference environment, and the telescopic element has high compression wave excitation efficiency, and can be used in a high attenuation nearly-saturated water body.
Owner:ZHEJIANG UNIV

Manufacturing method of elastic non-woven fabric, elastic non-woven fabric and elastic product

ActiveCN108468150AImprove ductilityOvercome the disadvantage of being easy to form unidirectional elasticityWarp knittingCardingNetwork structure
The invention provides a manufacturing method of an elastic non-woven fabric. The method comprises the following steps of 1, formation of a net, wherein a fiber raw material is subjected to processesof loosening, mixing, carding and net laying to form the fiber net of a network structure; 2, knitting of the fiber net, wherein a plurality of composite filaments are introduced into the fiber net made in step 1, the composite filaments repeatedly penetrate through the fiber net and form thread rings on the front and back faces of the fiber net, and the thread rings are mutually encircled according to a stitching rule of knitting textures on the front face of the fiber net; 3, post-treatment, wherein the fiber net made in step 2 is subjected to heat treatment. A thread ring structure formed by the composite filaments is utilized, so that the non-woven fabric has better ductility. Since the thread rings have the deformation ability in the longitudinal and transverse directions, the elasticnon-woven fabric has elasticity not only in the transverse direction but also in the longitudinal direction, the elasticity of the elastic non-woven fabric is not in one direction, and the disadvantage of easily forming the elasticity in one direction by means of a conventional elastic non-woven fabric preparation method is overcome.
Owner:海宁纺织综合企业有限公司

Packer and sealing device

The invention discloses a packer and a sealing device. The packer comprises a mesh-shaped packer body with a cavity and a proximal bolt head, the proximal bolt head is provided with a locking hole penetrating through the cavity, and the packer further comprises a locking member, the distal end of the locking member is in contact with the distal end of the packer body, the locking member is an elastic member, the locking member includes a connecting portion connected to the packer body and a first bending portion, the first bending portion is provided with a first bending angle, the diameter ofthe circumscribed circle projected by the first bending portion on the cross section perpendicular to the longitudinal direction thereof is smaller than the diameter of the smallest inscribed circleof the locking hole, the projection width of the first bend portion on the plane perpendicular to the longitudinal central axis of the locking hole is larger than the diameter of the maximum inscribedcircle of the locking hole. The packer has the advantages of simple structure, easy size control of the locking member, convenient processing, and simplified the preparation process and the locking operation. At the same time, the locking member has high locking reliability, and is not easy to be broken, the locking operation process is reversible, and the locking process and the recycling process are simple and easy.
Owner:LIFETECH SCIENTIFIC (SHENZHEN) CO LTD

Reinforcing tube and manufacturing method thereof

In order to solve the technical problem that an existing A-column upper sidebeam reinforcement structure is large in weight, the invention provides a reinforcing tube and a manufacturing method of the reinforcing tube. The reinforcing tube is a carbon fiber composite tube and comprises a first section, a second section, a third section, a fourth section, a fifth section and a sixth section which are sequentially connected, wherein the thickness of the second section, the thickness of the fourth section and the thickness of the sixth section are equal, and the thickness of the first section, the thickness of the third section and the thickness of the fifth section are all larger than the thickness of the second section. The reinforcing tube is used for connecting a vehicle side wall outer plate and a vehicle side wall inner plate. The reinforcing tube is manufactured through a variable-thickness three-dimensional braiding process, and by fully utilizing the designability of a three-dimensional braided carbon fiber winding technology, the performance is guaranteed, meanwhile, extreme light weight is achieved, and the optimal structural design is achieved. The material thickness of the tubular beam is changed through design at different positions, the material thickness is increased at the main force bearing and connecting positions, and the material thickness is reduced at the secondary force bearing positions, so that the lighter weight is achieved under the same performance as that of a metal reinforcing piece.
Owner:NINGBO GEELY AUTOMOBILE RES & DEV CO LTD +1

Ripple-forming externally-wrapped corrugated steel-concrete composite beam and construction method and application thereof

Provided is a ripple-forming externally-wrapped corrugated steel-concrete composite beam. The composite beam comprises a steel framework (1) and wavy concrete (2); the steel framework (1) comprises abottom plate, a web plate, a top plate and an end plate; the beam is characterized in that the bottom plate is a corrugated bottom plate (3), the web plate is a corrugated web plate (4), and the top plate is a corrugated top plate (5); and a plurality of inverted U-shaped waves (8) are arranged on the corrugated bottom plate (3) and the corrugated top plate (5). Inverted-U-shaped wavy protrusionscan deform greatly in the loaded straightening process, so that the deformability of the composite beam under the earthquake action is improved, and the collapse resistance is enhanced; the wave starting position of the corrugated steel composite beam is covered with a non-sticky film, and the corrugated steel composite beam is not bonded with concrete locally, so that the deformation of the inverted-U-shaped wavy protrusions is not affected, and the deformability of the composite beam in an earthquake is further improved; and the bonding of two interfaces is increased through the corrugated web plate and shear-resistant channel steel, so that the situation that a steel plate and the concrete work together is guaranteed.
Owner:JIANGNAN UNIV

A test device for testing rock fracture toughness

The invention relates to a test device for testing rock fracture toughness, in particular to a test device for measuring rock fracture toughness under confining pressure. It belongs to the technical field of geotechnical engineering. The present invention adopts the addition of a confining pressure device in the original Brazilian disc test device, which changes the method of simply directly loading and splitting the test in the existing test device, and adds a spring positioning device, a sealing device and a self-balancing device in the box body , and is equipped with a dial indicator, oil filling port and exhaust port, etc., to record the lateral and axial displacement changes and control the liquid in the box to form a stable confining pressure. After putting the sample into the box, the spring positioning device is used to fix the sample, and the addition of a self-balancing device can make the loading shaft not affected by the confining pressure, which is convenient for controlling the loading of the sample. The device can realize the splitting test of the rock sample under the confining pressure, thereby calculating the fracture toughness of the sample. The design of the test device is reasonable, the operation is convenient, and it is suitable for the determination of the fracture toughness of various rocks.
Owner:INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI

Oscillating ink device of offset machine

The invention relates to an oscillating ink device of an offset machine, belonging to the field of printing equipment and solving the problems of endwise slip of a tooth surface and stress deformation of an oscillating ink roll. An oscillating gear (3) is arranged on a bearing block (1) with a disk (5) through a bearing (2), a bearing (1) is fixedly connected with a left wall plate (15), a left half shaft (7) penetrates through the left wall plate (15) and the bearing block (1) in a sliding way, the disk (5) is provided with a driven member ejector rod of a cam mechanism, a column cam (10) isarranged at the end part of the left half shaft (7), and a cylindrical pin (12) on the cam is arranged in a positioning hole (13) of the oscillating gear (3) in a sliding way; and a right half shaft (14) penetrates through a right wall plate (20) in a sliding way and then is provided with a spring (16) and a thrust bearing (17) and then locked by a locking member (19). The invention does not generate tooth surface axial sliding so that the meshing force of the gear acts on the left wall plate, can simultaneously realize circumferential rotation and axial rotation of the oscillating ink roll, can be convenient for regulating the oscillation amount, and has good ink oscillating effect and simple structure.
Owner:BEIJING INSTITUTE OF GRAPHIC COMMUNICATION
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