389 results about "Resilient modulus" patented technology

Disclosed is a warm window system that utilizes individual buss bars that are placed within the space between an inside window pane and an outside window pane and creates sufficient physical force to create an electrical contact on the tin oxide layer on the inside surface of the inside pane of glass. An insulating nonconductive layer can also be used in conjunction with the buss bars. That include metal strips, braided wires, spring loaded indentations, etc. The buss bars have a modulus of elasticity to ensure sufficient electrical contact with the tin oxide layer. The buss bars can be used with either hard coat or soft coat tin oxide coatings on tempered glass or annealed glass. Electrical connections and wires are hidden from the viewing area of the warm window system to enhance the aesthetic value of the warm window system. Retrofit systems allow use of the warm window system in conjunction with an existing installed window system.

A conductor assembly that contains a flexible conductor and a layer of nanomagnetic material coated onto the conductor. The layer of nanomagnetic material has a tensile modulus of elasticity of at least about 15×10⁶ pounds per square inch, an average particle size of less than 100 nanometers, a saturation magnetization of from about 200 to about 26,000 Gauss, and a thickness of less than about 2 microns.

The invention relates to an ultrahigh-strength grouting material based on iron tailing sand and cement and a preparation method of the grouting material. The ultrahigh-strength grouting material is composed of the following components in proportion by weight: 30%-45% of cement, 45%-55% of iron tailing sand, 6%-15% of multielement mineral admixtures, 0.35%-1% of water reducing agent, 0.1%-1% of plastic retaining agent, 0.01%-0.1% of plastic expanding agent, and 2%-6% of shrinkage-compensating expanding agent. The preparation method comprises the steps of uniformly mixing all the components and then uniformly stirring the mixed components in water, wherein the ratio of the water to the materials is 0.09-0.11. The grouting material is good in flowability, is good in stability in a plastic stage, is free from shrinkage in the whole course from the plastic stage to a later hardening stage, and is ultrahigh in early strength, final strength and elasticity modulus, the 1d compressive strength of the material reaches up to 50MPa, the 28d compressive strength of the material can exceed 110MPa, and the 28d elasticity modulus of the material exceeds 45GPa, and therefore, the ultrahigh-strength grouting material is suitable for grouting of various important parts or areas with requirements on high strength and high modulus.

The invention discloses an anti-impact and wear-resistant mortar, belonging to the field of a repairing material in water-power engineering. The difficulty that the constructions in the conventional water-power engineering is difficult to repair after being damaged by rushing and abrading with water with sands and stones can be solved. The anti-impact and wear-resistant mortar comprises the following components in parts by weight: 39-48 parts of silicate cement, 45-50 parts of graded hard fine aggregate, 0.05-0.25 parts of water reducing agent, 0.05-0.3 parts of de-foaming agent and 0.05-1.5 parts of nanometer material. The anti-impact and wear-resistant mortar provided by the invention has the advantages of high anti-impact and wear-resistant strength, low elasticity modulus and good anti-crack property, and is a finished product material with a higher application value for repairing through irrigation works.

The invention discloses polymer cement mortar for a slab ballastless track of a high-speed railway. The polymer cement mortar a comprises a dry raw material and a liquid raw material, wherein the dry raw material comprises a binding material component, an elastic adjusting component, an expanding component, an internal curing component, an aggregate component and a coagulation adjusting component; the liquid raw material comprises a polymer emulsion, a water reducing agent, a defoaming agent, an air entraining agent and water; and the weight ratio of the dry raw material to the liquid raw material is 100:(15-25), and the dry raw material and the liquid raw material are uniformly mixed in a proportion to prepare the polymer cement mortar. The polymer cement mortar has the advantages of controllable coagulation time, high adhering strength, adjustable elastic modulus, good elasticity and toughness, high durability and the like, and is capable of replacing cement emulsified asphalt mortar to be applied to a packing material of the slab ballastless track or can be used as a quick repairing material of a filling layer of cement emulsified asphalt mortar.

The invention discloses a method and device for synchronously testing tension, compression and split resilience moduli of a pavement material. The method comprises the following steps: performing a split loading test on a test sample through an MTS multifunctional material testing system, and deducing computing formulae for the tension modulus and the compression modulus of the pavement material test sample during split loading; and respectively pasting resistance strain gages on horizontal radial and vertical radial centers in the front and back parts of the test sample, measuring the average tension strain and the average compression strain of the center positions of the test sample, measuring the horizontal radial deformation of the test sample through a displacement sensor, and substituting in the formulae to obtain the testing results of the split modulus, the tension modulus and the compression modulus of the material. According to the invention, the three moduli of the material can be simultaneously measured through a single test, thereby improving the modulus testing precision and test efficiency of the pavement material and lowering the indoor test and testing cost; and accurate design parameters can be provided for scientific design of a durable pavement considering the difference in the tension and compression moduli of the material.

A shipping pallet comprised of at least one layer of substantially parallel, structural deck boards attached to a plurality of stringers is disclosed. The layer of deck boards defines a three-dimensional, substantially rectilinear deck zone that is defined by a top plane, a bottom plane, and four side-edge planes. The pallet includes at least one non-structural member that carries a readable device within the deck zone of a pallet, in the space between two structural deck boards. The non-structural member has a Modulus of Elasticity and Modulus of Rupture that are both below that of the strongest deck board in the deck zone in which the non-structural member is mounted.

The invention relates to a rare earth-mixing high strength lithium bisilicate sitall material and a preparation method thereof. Parent glass of the invention includes the following components according to molar percentage: 61.2 to 66.0 percent of SiO2, 0 to 2.5 percent of B2O3, 0 to 1.6 percent of Al2O3, 1.0 to 3.7 percent of P2O5, 0 to 2.3 percent of ZrO2, 1.0 to 1.8 percent of K2O, 24.2 to 31.8 percent of Li2O, 0 to 2.0 percent of MgO, 0 to 2.0 percent of CaO, and 0.5 to 4.2 percent of La2O3+Y2O3. A corresponding raw material prepared from the oxidates is processed by the steps of ball milling, 80 mesh sieve sieving and uniform mixing to obtain a batch; the batch is led into a copple to be melted after the temperature from 1480 to 1520 DEG C is maintained for 2 to 3 hours, and the melted batch is cast into a stainless steel mould to be molded and then is annealed at 500 DEG C for 0.5 hour; and the step of coring is carried out in a resistance furnace at the temperature from 500 to 550 DEG C for 1 hour, and the step of crystallization is carried out at the temperature from 600 to 850 DEG C for 2 hours. The crystallization degree of the sitall is as high as 60 to 70 percent, the flexural strength is 100 MPa or more higher than the sitall to which the rare earth oxides are not added, the highest flexural strength reaches 334 MPa, the maximum elastic modulus reaches 143 GPa, and the highest fracture toughness reaches 3.34 MPa-m. The sitall of the invention has favorable stability, and the heat treatment temperature is lower and is easy to control.

The invention discloses a high-modulus modifier composite of a bituminous mixture and a preparation method thereof. The high-modulus modifier composite of the bituminous mixture comprises the following components in parts by weight: silica powder, thermoplastic butadiene styrene rubber, modified polyethylene, polyethylene, modified polypropylene, polypropylene, ethylene-vinyl acetate polymers, antiagers and bitumen. The preparation method of the high-modulus modifier composite of the bituminous mixture comprises the following steps of: weighing the components in the parts by weight according to a proportion; stirring the components, and raising temperature at the same time; then adding the silica powder, the antiagers and the bitumen to a molten mass, and stirring for uniformly mixing at 160-200 DEG C and under certain rotating speed; extruding through a screw extruder, cooling with normal temperature water, and cutting so as to obtain granular finished products. The invention enhances the elastic modulus, improves the adhesive property, enhances the high-temperature anti-rutting property, the water stable property and the ageing-resistant performance, obviously reduces the damages, i.e. rutting, process, bumps, cracks, pits, looseness, and the like, of bituminous pavements, has the advantages of simple processing process, prolonged service life and convenient use, omits a process link of modifying the bitumen and can be widely used for paving the bituminous pavements of roads.

A window covering component comprising a substrate having a modulus of elasticity and a stiffener having a higher modulus of elasticity than the substrate and positioned substantially away from the plane in which the substrate would otherwise tend to deform.

A tire having a radial carcass reinforcement, which is surmounted by a crown reinforcement including at least two plies of reinforcement elements, which are crossed from one ply to the next, the two plies being of unequal axial widths, characterized in that each edge of the ply which is axially least wide is separated from the axially widest ply by a profiled element P of rubber mix, the profiled element P itself being separated from the liner C of the least wide ply by an edging rubber G, the profiled element P, the edging rubber G and the liner C having respectively moduli of elasticity at 10% elongation MP, MG, MC such that MC>=MG>MP.

The invention relates to a laser forming method for a thermally combined metal plank. A work-piece is arranged on a three dimensional numerical control platform and one end is fixed. A continuous laser bean heats the surface of the metal plank at a certain scanning speed along a given moving track and force is applied at the location of about 1 to 3 spot diameters after the laser bean. As an elasticity modulus and an off set limit of the metal plank is greatly descended under a thermal state, the uneven heat stress caused by heating part of the work-piece by the laser bean is combined with a crushing stress to lead the plank to generate a larger elasticity modulus; thereby improving the forming efficiency of the plank. The method is not only suitable for the normal metal plank, but also can be applied to the forming of high-hard brittle difficult-deforming materials; the invention has a promising application in the manufacturing field of aerospace, micro-electronics and ships.

Elevator tension members are disclosed. The disclosed tension member longitudinally extends along a longitudinal axis and includes a plurality of fibers formed into one or more primary strands or cords extending parallel to the longitudinal axis and a plurality of fibers formed into one or more secondary strands or cords extending parallel to the longitudinal axis and through less than the full length of the belt, and a jacket retaining the primary and secondary strands or cords. The secondary strands or cords have a tensile modulus greater than a tensile modulus of the jacket and less than a tensile modulus of the primary strands or cords. Methods of making the tension member are also disclosed.

This invention relates to a pneumatic radial tire having low road noise and flat spot and a high high-speed durability, and more particularly to a pneumatic radial tire comprising a radial carcass (5), a belt (6) disposed outside a crown portion of the carcass in a radial direction and comprised of at least two belt layers, and a belt reinforcing layer (7A, 7B) disposed outside the belt in the radial direction, characterized in that the belt reinforcing layer 7A, 7B is formed by continuously and spirally winding a polyethylene terephthalate cord(s) in a circumferential direction of the tire, and this cord has an elastic modulus of not less than 2.5 mN/dtex·% under a load of 29.4 N measured at 160° C.

A multi-layer sheet material comprises a film, and adhesive layer and an optional release liner. The film is a polyester blend comprising first and second polyesters that are substantially amorphous and possess certain physical properties including softening temperature, E-modulus, elongation and residual stress.

The invention discloses a geopolymer/waste rubber powder composite material and a preparation method thereof. The geopolymer/waste rubber powder composite material comprises the following raw material components in parts by weight: 35-70 parts of geopolymer alkali activated material and 30-65 parts of waste rubber powder/modified water glass mixed slurry; the waste rubber powder/modified water glass mixed slurry is prepared from the following components in parts by mass: 5-50 parts of waste rubber powder and 50-95 parts of modified water glass. The prepared composite material adopts cast molding; and after the composite material is cured, the compressive strength is between 15MPa and 96MPa, and the elasticity modulus is between 92MPa and 400MPa. The composite material disclosed by the invention not only solves the problem of utilization of waste rubber, but also solves the technical problems of high brittleness and insufficient toughness of geopolymer materials. The composite material can be applied in the engineering fields of buildings, traffic, military affairs and the like.

A tire comprising a crown, two sidewalls and two beads, a carcass reinforcement anchored in each of the beads and a crown reinforcement. The carcass reinforcement comprises at least two circumferential alignments of first reinforcing threads of high elasticity modulus, each circumferential alignment of the first reinforcing threads being, within each bead, bordered axially by second reinforcing threads oriented substantially circumferentially. The first reinforcing threads and the second reinforcing threads are separated by a layer of mix of very high elasticity modulus. The second reinforcements are arranged in a spiral and formed of monofilaments or unit threads of steel.

A polymeric material with a variable modulus of elasticity is described herein. The polymeric material described herein is useful for forming implantable medical devices (e.g. ophthalmic lenses, breast implants, and body augmentation devices). In addition, medical devices formed from the polymer material can be used to controllably release a therapeutic agent. Also, the polymeric material may be used to prepare topical compositions or other applications or devices where control of a mechanical property such as material modulus is important.

The invention discloses anti-scouring and wear-resisting repair mortar for concrete pipes. The anti-scouring and wear-resisting repair mortar is prepared from components in parts by weight as follows: 30-47 parts of Portland cement, 0.05-0.20 parts of a water reducer, 40-51 parts of graded hard fine aggregate, 0.05-0.35 parts of a defoaming agent and 0.10-1.5 parts of superfine materials. The anti-scouring and wear-resisting repair mortar which is prepared with the formula and used for the concrete pipes has higher scouring and wearing strength, low elastic modulus, high bonding capability with a base body and excellent anti-cracking ability. The anti-scouring and wear-resisting repair mortar which is prepared with the formula and used for the concrete pipes is particularly applicable to repairing of a current scouring part or is used as a pouring material of anti-scouring and wear-resisting concrete.

In a turbomachine comprising an annular shell of metal material containing in a gas flow direction F: a fuel injection assembly; an annular combustion chamber of composite material; and an annular nozzle of metal material forming the inlet stage with fixed blades of a high pressure turbine, provision is made for the combustion chamber to be held in position inside the annular metal shell by a plurality of flexible metal tongues each comprising three branches connected together in a star configuration, the ends of two of these three branches being fixed securely to a downstream end of the combustion chamber via respective first and second fixing means, and the end of the third branch being fixed securely to the annular shell via third fixing means.