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13 results about "Shear force" patented technology

Shearing forces are unaligned forces pushing one part of a body in one specific direction, and another part of the body in the opposite direction. When the forces are aligned into each other, they are called compression forces. An example is a deck of cards being pushed one way on the top, and the other at the bottom, causing the cards to slide. Another example is when wind blows at the side of a peaked roof of a house - the side walls experience a force at their top pushing in the direction of the wind, and their bottom in the opposite direction, from the ground or foundation. William A. Nash defines shear force in terms of planes: "If a plane is passed through a body, a force acting along this plane is called a shear force or shearing force."

Full oil base drilling fluid with high dynamic shear force ratio

ActiveCN103146365AHigh ratio of dynamic plasticImprove rheologyDrilling compositionBase oilPotentiator
The invention discloses full oil base drilling fluid with high dynamic shear force ratio. The full oil base drilling fluid comprises base oil and other ingredients on the basis of the volume of the base oil: 1.5-2.5% of main emulsifying agent, 0.5-1.0% of auxiliary emulsifying agent, 0.8-1.0% of reverse wetting agent, 0.8-1.0% of shearing potentiator, 0.3-0.5% of thermoplastic flow type regulating agent, 2.0-3.0% of calcium oxide, 1.0-3.0% of organic soil, 1.5-2.0% of fluid loss additive and weighting material, and due to the addition amount of the weighting material, the density of the full oil base drilling fluid is 0.89-2.50g / cm<3>. The addition amount of the organic soil in the full oil base drilling fluid system is reduced by 1.0-3.0% through adding the thermoplastic fluid type regulating agent, the dynamic shear force ratio of the system is obviously improved and can achieve more than 0.45, the rheological property of the system can be improved, the comprehensive properties can be improved, and the production cost can be saved.
Owner:CHINA NAT PETROLEUM CORP +1

Heat-preservation wall body of wood-frame shear wall

The invention belongs to the technical field of structural engineering, and particularly relates to a heat-preservation wall body for a mixed structure of a wood frame and a wooden shear wall, and assembly technology. The assembled heat-preservation wall body consists of wall studs, a wood base structural slab, a gypsum board, heat-preservation cotton, a wood-frame pillar, a mudsill board and a top beam board, wherein a horizontal interval between every two adjacent wall studs is 400 to 600 millimeters, and the wall studs on both sides are connected with the wood-frame pillar through nails; the wood base structural slab covers the wall body, is connected with the wall studs, the top beam board and the mudsill board through the nails, and is flush with the outer side of the wood-frame pillar; the gypsum board is covered on the inner side of a wallboard and is connected with the wall studs through screws; and the heat-preservation cotton is filled between inner and outer cladding boards. Materials for the assembled wall body provided by the invention can improve the natural environment in the process of growth, have the advantages of low energy consumption in the machining process, regeneration and natural degradation after abandonment, and have the functions of quick construction, vibration prevention, energy conservation, heat preservation, heat insulation and the like; the heat-preservation wall body has the advantages of high industrial production degree, high production efficiency, less on-site wet operation, a plurality of operational surfaces and quick construction; and the materials, such as dimension stocks, connectors, plywood, laminated wood and the like can be localized to reduce the construction cost.
Owner:TONGJI UNIV

Composite structure with bracing soldier piles and basement exterior wall overlapped and construction process of composite structure

InactiveCN110593312AReduce deformation differenceUnified deformation traitsArtificial islandsCellarsBasementEngineering
The invention discloses a composite structure with bracing soldier piles and a basement exterior wall overlapped and a construction process of the composite structure. The bracing soldier piles are arranged in a column manner at equal intervals and are closely attached to the outer side of the basement exterior wall, after concrete is poured into the clearances between embedded horizontal reinforcement in pile bodies of the bracing soldier piles and the soldier piles, a continuous overall pile wall is formed, and a shear force groove is formed in the pile wall. After the surface of the pile wall is scabbled and cleaned up, the bracing soldier piles and the basement exterior wall are connected to form overlapped connection through the shear force groove in the pile wall and reinforcement connectors in the bracing soldier piles, and thus the composite structure for resisting external water and soil pressure together is formed. According to the composite structure, the horizontal stiffness and bending resistance of the bracing soldier piles can be fully utilized, the bracing soldier piles and the basement exterior wall are combined, so that a temporary bracing structure becomes one part of a permanent underground main structure, then stress of the basement exterior wall is relieved, the thickness of the basement exterior wall is reduced, the usable area of a basement is increased,and social resources are saved.
Owner:NANTONG UNIVERSITY

Shear type metal damper

PendingCN110748024AImprove energy dissipation and shock absorption capacityTransfer does not affectProtective buildings/sheltersShock proofingEngineeringShearing deformation
The invention discloses a shear type metal damper. The shear type metal damper comprises a core plate, a lower connecting plate, a connecting sleeve and connecting pieces, wherein the connecting sleeve comprises an upper connecting plate and two wall plates, a plurality of position adjusting holes are formed in the wall plates, the connecting pieces penetrate through the position adjusting holes and the core plate, and gaps are formed between the connecting pieces and the position adjusting holes in the vertical direction. According to the shear type metal damper, the core plate is connected with the connecting sleeve through the connecting pieces, on the one hand, the connecting sleeve transmits shear force in the horizontal direction to the core plate through the connecting pieces, so that the core plate generates shear deformation, and on the other hand, when the damper is squeezed or stretched vertically, the core plate can generate relative displacement with the connecting sleevealong with the connecting pieces, so that the axial force is effectively released, the transmission of the shear force is not influenced, the adverse effect caused by vertical axial force is avoided,and the energy dissipation and damping capacity of the damper is improved, and the damper is used in the technical field of damping.
Owner:WUHAN UNIV OF TECH

Topological interlocking-based concrete infilled wall with self-resetting function

PendingCN113309266ASolve the problem of partial damage and difficult resetGood resistance to external loadsWallsProtective buildings/sheltersPre stressArchitectural engineering
The invention discloses a topological interlocking-based concrete infilled wall with a self-resetting function. The concrete infilled wall is characterized in that an object of a large structure is decomposed into small blocks which are mutually constrained, and the whole is re-constructed through the small blocks, so that better external load and damage resistance can be obtained; the fragmented units are constructed to achieve the mutual constraint condition through special geometrical shape design and are fixed through auxiliary means such as pre-stressed steel bars or pre-compression springs, and finally global constraint is completed through a rigid frame; the problems that an existing infilled wall does not have the self-resetting capacity, local damage often occurs under the action of loads such as impact, and resetting is difficult can be solved; and the effects of the pre-stressed steel bars and concrete blocks are fully exerted, the pre-stressed steel bars bear smaller shearing force in the load acting process, the service life of the structure is remarkably prolonged, the structure has certain displacement tolerance capacity, and it is guaranteed that the whole can be repaired under the extreme load effect.
Owner:HUAZHONG UNIV OF SCI & TECH

Integrated bioreactor for adherent cell culture

The invention provides an integrated bioreactor for adherent cell culture. The bioreactor comprises a regulation and control system, a reaction vessel body and a cell culture unit which are sequentially connected and internally communicated with one another; the regulation and control system is provided with a gas pressure balance hole and a liquid dropping hole, the cell culture unit is providedwith a central flow guiding hole and a liquid level monitoring hole, and the gas pressure balance hole and the liquid level monitoring hole are communicated with each other through a pipeline to forma liquid level sensor; the bioreactor further comprises a cell suspension bottle, one end of the central flow guiding hole is communicated with the liquid dropping hole through a pipeline, and the other end of the central flow guiding hole is communicated with the cell suspension bottle through a pipeline. The integrated bioreactor successfully exchanges and circulates culture mediums of the cellculture unit and the regulation and control system, and the unified regulation and control over the pH value and the dissolved oxygen value of each unit culture medium are successfully achieved; the laminar flow shear force and liquid level of the cell culture unit are also regulated and controlled.
Owner:SUN YAT SEN UNIV

Vacuum granulation method for refractory materials

InactiveCN1827333ALow costEasy to controlClay processing apparatusVertical mixingRefractory
The invention discloses a high-temperature fire-proof material granulating method, which is characterized in that: first the material enters the material distributor, to be forced by three horizontal wing-shape mixing lodicules and vertical mixing shovel to make frequency variable speed-adjustable circle motion, therefore, the material can writhe by the shearing forces in horizontal and vertical directions to attain uniform material; wherein, the set granulating condition comprises: time: 800-1000s; temperature: 40-50Deg. C; and when reaching said condition, opening the vacuum valve, to adjust the pressure in -0.06-0.08MPa, and the mixing lodicules and shovel granulate in variable speed again, and vacuuming the gas of mixed material to improve the density more, reduce the hole rate and improve eth size and uniformity of particles.
Owner:MAANSHAN YIJIANG REFRACTORY CERAMICS MFG CO LTD

Sample clamping device for shear force measurement at low temperature

InactiveCN105486578AAvoid the problem of loose clampingEasy to operateMaterial strength using steady shearing forcesEngineeringFlange
The invention relates to a sample clamping device for shear force measurement at low temperature. The device comprises a pressure applying unit, an upper flange, a first pressing block, a second pressing block, a third pressing block, a lower flange, a first guide rod and a second guide rod, wherein the pressure applying unit is fitted with the upper surface of the upper flange and used for applying pressure to the upper flange; the upper surface of the first pressing block is connected with the lower surface of the upper flange; the lower surface of the first pressing block is an inclined plane and a first groove is formed in the lower surface of the first pressing block; the lower surface of the third pressing block is connected with the upper surface of the lower flange; the upper surface of the third pressing block is an inclined plane and a second groove is formed in the upper surface of the third pressing block; the upper surface of the second pressing block is matched with the lower surface of the first pressing block and a third groove opposite to the first groove is formed in the upper surface of the second pressing block; the lower surface of the second pressing block is matched with the upper surface of the third pressing block and a fourth groove opposite to the second groove is formed in the lower surface of the second pressing block. The sample clamping device can measure maximum shear force among different materials at the low temperature.
Owner:TECHNICAL INST OF PHYSICS & CHEMISTRY - CHINESE ACAD OF SCI
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